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1843 - Hawthorn - GR - Elev A & BWRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PREGEDENGE OVER SCALED DIMENSIONS. DUE TO POTENTIAL ALTERING DURING THE PRINTING PROCESS, DO NOT SGALE DRAW 1 NGS. GONTRAGTOR SHALL \/ER I FY ALL DIMENSIONS AND GONG I TI ONS PRIOR TO PROGEEID I NG WITH GONSTRUGTI ON. ANY ALTERATION, REVISION OR SITE GONDITION WARRANTING GHANGE TO THE PLANS MUST BE \/ERI F I ED W 1 TH MWJ HOMES AND THE PROJECT STRUCTURAL ENr- , I NEER PRIOR TO GONSTRUGTION. ANY GONSTRUGTION TRADE WORKING ON THE PROJECT MUST HA\.//E KNOWLEDGE OF THE LOGAL AND NATIONAL GORES. MWJ HOMES IS NOT RESPONSIBLE FOR THE KNOWLEDGE OF TRADESPEOPLE THAT ARE NOT EMPLOYED BY MWJ HOMES. ANY ALTERATION TO THE PROJECT MADE WITHOUT PRIOR APPROVAL BY MWJ HOMES AND/OR THE PROJECT STRUCTURAL ENGINEER GAN/MAY/WILL RESULT IN PROJECT DELAYS AND THE GONTRAGTOR SHALL AGGEPT FULL RESPONSIBILITY FOR THE GOST AND TIME REQUIRED TO REGTIFY HOM S @ NOR4w47H^r=Ep7 flIVISION PLAN I a45 SOLJARE: FOOTAOES FAIN 7&5 I)PPER 107a TOTAL I a45 �ARAC5 7E.:;f0 �0vEED 27 PORCH Fml CONSTRUCTION TYPE: 55 OCCUFANOY: R5, U (garage) 2021 INTERNATIONAL RE51 DENTI AL CODE FOR ONE AND TWO FAMILY DWELL I N65 2021 INTERNATIONAL FIRE CODE 2021 UNIFORM PLUMBING CODE 2021 N45HIN6TON STATE ENERGY CODE 2021 INTERNATIONAL MECHANICAL CODE ARCH I TEGT WI L HOMES 101515 NORTH OREEK PARKYVAY SUITE 514 BOTHELL, NA cl8011 PHONE: (425) 651-4834 STRUCTURAL EN& I NEER FELTEN GROUP 251-75 224th PLACE SE SUITE O MAPLE VALLEY, NA 15038 PHONE: (425) 531-IcW D RC -ORS G — COV/E:R SHF—ET EN I -5 - WSEG NOTES Al - FRONT/REAR ELEVATION "All BI - FRONT/REAR ELEVATION IIBII A2 - 5IDE ELEVATIONS ''All E32 - SIDE ELEVATIONS IIB II A5 - FOUNDATION PLAN A4 - MAIN FLOOR PLAN A5 - UPPER FLOOR PLAN AC - ROOF PLAN ''All BOO - ROOF PLAN IIBII BU I LD I N6 SECT I ON DI - DETA I L. PA6 ARCH I TEGTURAL_ - ELEGTRI GAL PLAN _EL HP - HVAG PLAN S�SN - OENERAL. STRUCTURAL NOTES 51.1 -FOUNDATION PLAN 52.1 - FLOOR FRAM I NCG PLAN 52.2- ROOF FRAM I N6 PLAN 52 .B- ROOF FRAM I N& PLAN SD — ENO I NEER'S DETAILS I II RESIDENC_,E I N G-2ARAG7E GOV�fi`�D POfi`GH 125-71 REG 1 STERED ARCH I TEGT MIOH EL YNE JOHN50N STATE OF NASHINGTON Go -SZ0- a a 0 � V m v�- � m r� o G 0 < z r� L0 Ln m '-Q W w YL 0 W W 0 2 mz d1 0 z� LIE date: 0I-I5-25 permit: revisians: drawn by MWJ G%1eGiGed �by: E:-= f =_T Coe (� )-z w 0 p z4�QQ D-<CD O Q�LL zO 1 4��Oui�n� IIIfly: 1-L-I 0 O �I.- Z�tl z �zw 7AE3�E R402.1.5 � N5UL�A7 � ON �vl � N I �4U�vl R=\rA1_U 5 ANC F N 57RA7 � ON REOUIREMEN75 5 �O `FON N75a CLIMATE ZONE 5 AND MARINE 4 ( PRESCRIPTIVE ) FENESTRATION U-FACTOR b, j 0.50 SKYLIGHT b U-FACTOR 0.50 GE I L I N6 R-VALUE e 60 WOOD FRAME WALL g,i R-VALUE 20+5 OR 13+10 FLOOR R-VALUE 30 BELOW -GRADE c,h WALL R-VALUE 10/15/21 I NT + 575 SLAB d,f R-VALUE $ DEPTH 10, 4 FT 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 A Table A101.4 of chapter 51-11 C WAC shall not be less than the R-value specified in the table. b. The fenestration U-factor column excludes skylights. c. "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 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- 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 Al03.2.2 including standard framing 16 inches on center, 78 percent of the wall cavity insulated and headers insulated with a minimum of R-10 insulation. i. The first value is cavity insulation, the second value is continuous insulation. Therefore, as an example, "R13+10" means R-13 cavity insulation plus R-10 continuous insulation. j. A maximum U-factor of 0.32 shall apply to vertical fenestration products installed in buildings located above 4000 feet in elevation above sea level, or in windborne debris regions where protection of openings is required under Section R301.2.1.2 of the International Residential Code. CLIMATE ZONE 5 AND MARINE 4 ( PROPOSED ) FENESTRATION U-FACTOR b, J U=.25 SKYLIGHT b U-FACTOR 0.50 GE I L I N6 R-VALUE e R-4Q WOOD FRAME WALL g,i R-VALUE R-21 FLOOR R-VALUE R-38 BELOW -GRADE c,h WALL R-VALUE 10/15/21 I NT + 57B SLAB d,f R-VALUE $ DEPTH 10, 4 FT INSULATION VALUES HAVE BEEN GALGULATED US I NCB THE 2021 CODE GOMPL I ANGE GALGULATOR. SEE GALGULATI ON PAGKET 7H 15 f=ROJ �7: WILL REQUIRE CONTINUOUS EXTERIOR INSULATION (R-5) AND WILL USE RIGID FOAM. WILL REQUIRE CONTINUOUS EXTERIOR INSULATION (R-5) AND WILL USE Z I P-SHEATH I N6 OR A S 1 M I LAR PRODUCT. AI LL NOT REQUIRE CONTINUOUS EXTERIOR INSULATION PER ASU's CODE COMPLIANCE CALCULATOR. 557Y5 R403.3.5 Duct testing. Ducts shall be leak tested in accordance with WSU RS-33, using the maximum duct leakage rates specified. Exception: A duct air leakage test shall not be required for ducts serving ventilation systems that are not integrated with ducts serving heating or cooling systems. A written report of the results shall be signed by the party conducting the test and provided to the code official. R403.3.6 Duct leakage. The total leakage of the ducts, where measured in accordance with Section R403.3.3, shall be as follows: 1. Rough -in test: Total leakage shall be less than or equal to 4.0 cfm (113.3 Llmin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the system, including the manufacturer's air handler enclosure. All registers shall be taped or otherwise sealed during the test. If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 3.0 cfm (85 Llmin) per 100 square feet (9.29 m2) of conditioned floor area. 2. Postconstruction test: Leakage to outdoors shall be less than or equal too cfm (113.3 Llmin) per 100 square feet (9.29 m2) of conditioned floor area or total leakage shall be less than or equal to 4 cfm (113.3 L/min) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. All register boots shall be taped or otherwise sealed during the test. 3. Test for ducts within thermal envelope: Where all ducts and air handlers are located entirely within the building thermal envelope, total leakage shall be less than or equal to 8.0 cubic feet per minute (226.6 Llmin) per 100 square feet (9.29 m2) of conditioned floor area. For forced air ducts, a maximum of 10 linear feet of return ducts and 5 linear feet of supply ducts may be located outside the conditioned space. All metallic ducts located outside the conditioned space must have both transverse and longitudinal joints sealed with mastic. If flex ducts are used, they cannot contain splices. Flex duct connections must be made with nylon straps and installed using a plastic strapping tensioning tool. Ducts located in crawl spaces do not qualify for this exception. S C71ON R404 L Cfi l CAL FO�ER ANC Ls16H71 NO 5 57i45 R404.1 Lighting equipment. All permanently installed lighting fixtures, excluding kitchen appliance lighting fixtures, shall contain only high -efficacy lighting sources. R404.1.1 Exterior lighting. Connected exterior lighting for residential buildings shall comply with Section C405.5. Exceptions: Solar -powered lamps not connected to any electrical service. R404.1.2 Fuel gas lighting equipment. Fuel gas lighting systems shall not have continuously burning pilot lights. R404.2 Interior lighting controls. Permanently installed interior lighting fixtures shall be controlled with either a dimmer, an occupant sensor control or other control that is installed or built into the fixture. Exception: Lighting controls shall not be required for the following: 1. Bathrooms. 2. Hallways. 3. Lighting designed for safety or security. R404.3 Exterior lighting controls. Where the total permanently installed exterior lighting power is greater than 30 watts, the permanently installed exterior lighting shall comply with the following: 1. Lighting shall be controlled by a manual on and off switch which permits automatic shut-off actions. Exception: Lighting serving multiple dwelling units. 2. Lighting shall be automatically shut off when daylight is present and satisfies the lighting needs. 3. Controls that override automatic shut-off actions shall not be allowed unless the override automatically returns automatic control to its normal operation within 24 hours. Additional Items.- 1. Provide door blower test affidavit by final building inspection. 2. Provide (1) programmable thermostat. 3. A minimum of 75% of all permanent lighting shall be high efficiency. 4. Building framing cavities shall not be used for ducts or plenums. Installation of ducts in exterior walls, floors, or ceilings shall not displace required envelope insulation. 7A5LE R406.2 N 6"� EOVAZA7ON GRED 1 TS SYSTEM DESCRIPTION OF PRIMARY HEATING SOURCE TYPE ALL OTHER GROUP R-2 a FOR COMBUSTION HEATING EQU I PMENT MEETING O 0 1 MINIMUM FEDERAL EFF I C I ENGY STANDARDS FOR THE EQU I PMENT L 1 STED IN TABLE C403.3.2(5) OR 0403.3.2(6) FOR AN INITIAL HEATING SYSTEM USING A HEAT PUMP 1.5 0 THAT MEETS FEDERAL STANDARDS FOR THE 2 EQU I PMENT L 1 STED IN TABLE C403.3.2(2) AND SUPPLEMENTAL HEATING PROVIDED BY ELECTRIC RESISTANCE OR A COMBUSTION FURNACE MEETING MINIMUM STANDARDS L 1 STED IN TABLE C403.3.2(5) b 5 FOR HEATING SYSTEM BASED ON ELECTRIC, 0.5 -0.5 RE51 STANCE ONLY (EITHER FORGED AIR OR ZONAL) FOR HEATING SYSTEM USING A HEAT PUMP THAT 5.0 2.0 MEETS FEDERAL STANDARDS FOR THE EaU I PMENT L 1 STED IN TABLE C403.3.2(2) OR C403.3.2(cl) 4 OR AIR TO WATER HEAT PUMP UNITS THAT ARE CONF 16URED TO PROVIDE BOTH HEATING AND COOL I N6 AND ARE RATED IN ACCORDANCE WITH AHR 1550/510 FOR HEATING SYSTEM BASED ON ELECTRIC 2.0 0 RESISTANCE WITH: 1. INVERTER -DRIVEN DUCTLESS MINI -SPLIT HEAT PUMP SYSTEM INSTALLED IN THE LARGEST ZONE IN THE DWELL I N6, OR 2. WITH 2KW OR LESS TOTAL INSTALLED HEATI N6 CAPACITY PER DWELL I N6 a. See Section R401.1 and residential building in Section R202 for Group R-2 scope. b. The gas back-up furnace will operate as fan -only when the heat pump is operating. The heat pump shall operate at all temperatures above 38°F (3.3°C) (or lower). Below that "changeover" temperature, the heat pump would not operate to provide space heating. The gas furnace provides heating below 380F (3.3°C) (or lower). c. Additional points for the HVAC system are included in Table R406.3. R406.3 Additional energy efficiency requirements. Each dwelling unit in a residential building shall comply with sufficient options from Tables R406.2 and R406.3 so as to achieve the following minimum number of credits: 1. Small Dwelling Unit:........................................................................................... 5.0 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:...................................................................................... 8.0 credits All dwelling units that are not included in #1, #3 or #4. 3. Large Dwelling Unit:.......................................................................................... 9.0 credits Dwelling units exceeding 5000 square feet of conditioned floor area. 4. Dwelling units serving Group R-2 occupancies:................................................6.5 credits See Section R401.1 and residential building in Section R202 for Group R-2 scope. 5. Additions 150 square feet to 500 square feet :................................................... 2.0 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, electrical, or other permits are utilized for the project. CREDITS OPTION DESCRIPTION ALL OTHER GROUP R-2 b I. EFFICIENT BUILDING ENVELOPE OPTIONS ONLY ONE OPTION FROM ITEMS 1.1 THROUGH 1.4 MAY BE SELECTED IN THIS CATE60RY. COMPLIANCE WITH THE CONDUCTIVE UA TARGETS IS DEMONSTRATED USING SECTION R402.1.5, TOTAL UA ALTERNATIVE, WHERE [1-(PROPOSED UA/TARGET UA)] > THE REQUIRED %UA REDUCTION PRESCRIPTIVE COMPLIANCE 15 BASED ON TABLE 0.5 0.5 1.1 R402.1.3 WITH THE FOLLOWING MODIFICATIONS: VERTICAL FENESTRATION U = 0.22. PRESCRIPTIVE COMPLIANCE 15 BASED ON TABLE 1.0 1.0 R402.1.3 WITH THE FOLLOWING MODIFICATIONS: VERTICAL FENESTRATION U = 0.25 FLOORR-55 1.2 SLAB ON GRADE R-10 PERIMETER AND UNDER ENTIRE SLAB BELOW GRADE SLAB R-1 O PERIMETER AND UNDER ENTIRE SLAB OR COMPLIANCE BASED ON SECTION R402.1.5: REDUCE THE TOTAL CONDUCTIVE UA BY 15%. �-I I REG 1 STERED ARGH I TEGT MIGH EL W YNE JOHNSON STATE OF WASHINGTON _V � -_ 0 � V 0 D-10 01 W W 0 2 Z In V Z V1 J i1 V LJ� O N � DATE: IO-06-z4 REV1S1ONS: DRANN BY: GHEGKED BY: MWJ MWJ QVI FOR FOOTNOTES, SEE SHEET EN-3 CRED 1 TS CREDITS GRED 1 TS OPTION DESCRIPTION OPTION DESCRIPTION OPTION DESCRIPTION ALL OTHER GROUP R-2 b ALL OTHER GROUP R-2 b ALL OTHER GROUP R-2 b I. EFFICIENT BUILDING ENVELOPE OPTIONS 3. HIGH EFFICIENCY HVAC EQUIPMENT OPTIONS AIR -TO -WATER HEAT PUMP WITH MINIMUM GOP OF 1.0 N/A 3.2 AT 4-T° F, RATED IN ACCORDANCE W 1 TH AHR I ONLY ONE OPTION FROM ITEMS 1.1 THROUGH 1.4 MAY BE SELECTED IN TH 1 S CATEGORY. ONLY ONE OPTION FROM ITEMS 5.1 THROUGH 5.10 MAY BE SELECTED IN THIS CATEGORY. ITEM 550/5g0 BY AN ACCREDITED OR CERTIFIED TESTING COMPLIANCE WITH THE CONDUCTIVE UA TARGETS IS DEMONSTRATED USING SECTION 3.11 MAY BE TAKEN WITH ITEMS 3.1 AND 3.3c- ONLY. LAB. R402.1.5, TOTAL UA ALTERNATIVE, WHERE [14PROPOSED UA/TARGET UA)] > THE REQUIRED YUA REDUCTION �.ga'd TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION FOR A SYSTEM TYPE I I N TABLE R406.2: 1.0 1.0 BEING SELECTED, THE HEATED FLOOR AREA PRESCRIPTIVE COMPLIANCE IS BASED ON TABLE 1.5 0.5 ENERGY STAR RATED (U.S. NORTH) GAS OR CALCULATION, THE HEATING EQUIPMENT TYPE(S), R402.1.3 W 1 TH THE FOLLOWING MODIFICATIONS: PROPANE FURNACE W 1 TH MINIMUM AFUE OF q59/o THE MINIMUM EQUIPMENT EFFICIENCY, AND TOTAL INSTALLED HEAT CAPACITY (BY EQUIPMENT TYPE). VERTICAL FENESTRATION U = O.I B OR GE I L I NG AND S I NGLE-RAFTER OR JO 1 ST-VAULTED �'1 a ENERGY STAR RATED (U.S. NORTH) GAS OR R-60 ADVANCED PROPANE BOILER WITH MINIMUM AFUE OF q091o. GAS -FIRED HEAT PUMPS) MEETING ANSI Z21.40.2 AND 1.5 1.5 WOOD FRAME WALL R-21 I NT PLUS R-12 Cl TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING Z21.40.4 OR GSA, W 1 TH A MINIMUM UEF OF 1.15. FLOOR R-55 PERMIT DRAWINGS SHALL SPECIFY THE OPTION FOR R-2 OCCUPANCY, GAS-F I RED HEAT PUMPS) 1.� BASEMENT WALL R-21 I NT PLUS R-12 CI BEING SELECTED AND SHALL SPECIFY THE HEATING MEETING ANS 1 Z21.40.2 AND Z21.40.4 OR GSA, WITH A SLAB ON GRADE R-1 O PERI METER AND UNDER EQUIPMENT TYPE AND THE MINIMUM EQUIPMENT MINIMUM UEF OF 1.15, SHALL SERVE ALL UNITS. ENTIRE SLAB EFFICIENCY. BELOW GRADE SLAB R-10 PERIMETER AND UNDER ENTIRE SLAB COMBINATION WATER HEATING AND SPACE HEATING 2.5 2.5 FOR SECONDARY HEATING SYSTEM SERVING 0.5 0.5 SYSTEM SHALL INCLUDE ONE OF THE FOLLOWING: OR SYSTEM TYPE 2 IN TABLE R406.2: GAS-F I RED HEAT PUMP WATER HEATERS) MEETING COMPLIANCE BASED ON SECTION R402.1.5: AIR -SOURCE CENTRALLY DUCTED HEAT PUMP WITH TIER 2 OF THE NEEA ADVANCED WATER HEATING REDUCE THE TOTAL CONDUCTIVE UA BY 22.5%. MINIMUM HSPF OF q.5 SPECIFICATION FOR GAS -FUELED RESIDENTIAL OR STORAGE WATER HEATERS VERSION 1.0. PRESCRIPTIVE COMPLIANCE 15 BASED ON TABLE 2.5 2.0 2 a ENERGY STAR RATED (U.S. NORTH) GAS OR OR R402.1.3 WITH THE FOLLOWING MODIFICATIONS: PROPANE BOILER W 1 TH MINIMUM AFUE OF q09 . FOR R-2 OCCUPANCY, GAS-F I RED HEAT PUMP VERTICAL FENESTRATION U = O.IS TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING WATER HEATER(S) MEETING TIER 2 OF THE NEEA GE I L I NG AND SINGLE -RAFTER OR JO I ST-VAULTED PERMIT DRAWINGS SHALL SPECIFY THE OPTION 5.10 f ADVANCED WATER HEATING SPECIFICATION FOR R-60 ADVANCED BEING SELECTED AND SHALL SPECIFY THE HEATING GAS -FUELED RESIDENTIAL STORAGE WATER WOOD FRAME WALL R-21 I NT PLUS R- 16 Cl EQUIPMENT TYPE AND THE MINIMUM EQUIPMENT HEATERS VERSION I.O., SHALL SERVE ALL UNITS. 1.4 FLOOR R-45 EFFICIENCY. OR BASEMENT WALL R-21 I NT PLUS R-16 GI FOR R-2 OCCUPANCY, OAS -FIRED HEAT PUMP(S) SLAB ON GRADE R-20 PERIMETER AND UNDER AIR -SOURCE, CENTRALLY DUCTED HEAT PUMP 0.5 N/A MEETING ANSI Z21.40.2 AND Z21.40.4 OR GSA, WITH ENTIRE SLAB WITH MINIMUM HSPF 2 OF ed (HSPF OF q.5). A MINIMUM UEF OF 1.15, SHALL SERVE ALL UNITS. BELOW GRADE SLAB R-20 PERIMETER AND UNDER IN AREAS WHERE THE WINTER DESIGN TO QUALIFY TO CLAIM THIS GRED 1 T, THE BUILDING ENTIRE SLAB TEMPERATURE AS SPECIFIED IN APPENDIX RG PERMIT DRAWINGS SHALL SPECIFY THE OPTION OR IS 23 °F OR BELOW, A GOLD CLIMATE HEAT PUMP BEING SELECTED AND SHALL SPECIFY THE WATER COMPLIANCE BASED ON SECTION R402.1.5: FOUND ON THE NEEP CC ASHP QUALIFIED HEATER EQUIPMENT TYPE AND THE MINIMUM REDUCE THE TOTAL CONDUCTIVE UA BY 509o. .� a'G'd PRODUCT L 1ST SHALL BE USED. EQUIPMENT EFFICIENCY AND, FOR SOLAR WATER HEATING SYSTEMS, THE CALCULATION OF THE TO QUALIFY TO CLAIM THIS CREDIT, THE MINIMUM ENERGY SAVINGS. BUILDING PERMIT DRAWINGS SHALL SPECIFY 2. AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION OPTIONS THE OPTION BEING SELECTED AND SHALL ONLY ONE OPTION FROM ITEMS 2.1 THROUGH 2.5 MAY BE SELECTED IN THIS CATEGORY. SPECIFY THE HEATING EQUIPMENT TYPE AND CONNECTED THERMOSTAT MEETING ENERGY STAR 0.5 0.5 THE MINIMUM EQUIPMENT EFFICIENCY. GERTI F I ED SMART THERMOSTATS/EPA ENERGY STAR SPECIFICATIONS. COMPLIANCE BASED ON SECTION R402.4.1.2: 1.0 1.0 5.110 TO QUALIFY TO CLAIM THIS GRED 1 T, THE BUILDING CLOSED -LOOP GROUND SOURCE HEAT PUMP; W 1 TH 1.5 1.0 REDUCE THE TESTED AIR LEAKAGE TO 2.0 AIR A MINIMUM GOP OF 3.5 PERMIT DRAWINGS SHALL SPECIFY THE OPTION CHANGES PER HOUR MAXIMUM AT 50 PASCALS, OR OR BEING SELECTED AND SHALL SPECIFY THE FOR R-2 OCCUPANCIES, OPTIONAL COMPLIANCE THERMOSTAT MODEL. BASED ON SECTION R402.4.1.2: REDUCE THE TESTED OPEN LOOP WATER SOURCE HEAT PUMP WITH A AIR LEAKAGE TO 0.25 GFM/FT2 MAXIMUM AT 50 4 a d MAXIMUM PUMPING HYDRAULIC HEAD OF 150 FEET AND MINIMUM GOP OF 3.6. 4. HIGH EFFICIENCY HVAC DISTRIBUTION SYSTEM OPTIONS PASCALS TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING AND PERMIT DRAWINGS SHALL SPECIFY THE OPTION ALL WHOLE HOUSE VENTILATION REQUIREMENTS AS BEING SELECTED AND SHALL SPECIFY THE HEATING I HVAC EQUIPMENT AND ASSOCIATED DUCT 0.5 N/A 2.1 DETERMINED BY SECTION M1505.3 OF THE EQUIPMENT TYPE AND THE MINIMUM EQUIPMENT SYSTEMS) INSTALLATION SHALL COMPLY WITH THE INTERNATIONAL RESIDENTIAL CODE OR SEGTI ON EFF I C I ENGY. REQUIREMENTS OF SEGTI ON R403.3.2. 403.8 OfFNTHIRNA71 ONAL MECHANICAL CODE ELECTRIC RESISTANCE HEAT, HYDRON I C HEATING SHALL BE MET WITH A HEAT RECOVERY DUCTLESS MINI -SPLIT HEAT PUMP SYSTEM, ZONAL 1.5 2.0 AND DUCTLESS HEAT PUMPS ARE NOT PERMITTED VENTILATION SYSTEM WITH MINIMUM SENSIBLE CONTROL: IN HOMES WHERE THE PRIMARY SPACE UNDER THIS OPTION. HEAT RECOVERY EFFICIENCY OF 0.65. HEAT 1 NG SYSTEM 15 ZONAL ELECTRIC HEATING, A DIRECT COMBUSTION HEATING EQUIPMENT WITH TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING DUCTLESS MINI -SPLIT HEAT PUMP SYSTEM WITH A 4 • I AFUE LESS THAN 809o" 15 NOT PERMITTED UNDER PERMIT DRAWINGS SHALL SPECIFY THE OPTION MINIMUM HSPF 2 OF q (HSPF OF 10.0) SHALL BE THIS OPTION. BEING SELECTED, THE MAXIMUM TESTED BUILDING INSTALLED AND PROVIDE HEATING TO THE TO QUALIFY TO CLAIM TH 1 S CREDIT, THE BUILDING AIR LEAKAGE, AND SHALL SHOW THE QUALIFYING 3.5 d LARGEST ZONE OF THE HOUSING UNIT. PERMIT DRAWINGS SHALL SPECIFY THE OPTION VENTILATION SYSTEM AND ITS CONTROL SEQUENCE TO QUALIFY TO CLAIM THIS GRED 1 T, THE BUILDING BEING SELECTED AND SHALL SPECIFY THE HEATING OF OPERATION. PERMIT DRAWINGS SHALL SPECIFY THE OPTION EQUIPMENT TYPE AND SHALL SHOW THE LOCATION BEING SELECTED AND SHALL SPECIFY THE OF THE HEATING AND COOLING EQUIPMENT AND COMPLIANCE BASED ON SECTION R402.4.1.2: 1.5 1.5 HEAT 1 NG EQUIPMENT TYPE AND THE MINIMUM ALL THE DUCTWORK. REDUCE THE TESTED AIR LEAKAGE TO 1.5 AIR EQUIPMENT EFFICIENCY. CHANGES PER HOUR MAXIMUM AT 50 PASCALS, OR FOR R-2 OCCUPANCIES, OPTIONAL COMPLIANCE >00< A I R-SOURCE, CENTRALLY DUCTED HEAT PUMP WITH 1.0 N/A 5. EFFICIENT WATER HEATING OPTIONS BASED ON SECTION R402.4.1.2: REDUCE THE TESTED XXX MINIMUM HSPF 2 OF q.4 (HSPF OF 11.0). ONLY ONE OPTION FROM ITEMS 5.3 THROUGH 5.5 MAY BE SELECTED IN THIS CATEGORY. ITEMS AIR LEAKA612 TO 0.20 GFM/FT MAXIMUM AT 50 XXX A CENTRALLY DUCTED AIR SOURCE GOLD CLIMATE 5.1 AND 5.2 MAY BE COMBINED WITH ANY OPTION. PASCALS XXX XXX VAR I ABLE CAPACITY HEAT PUMP (CO VCHP) FOUND AND XXX ON THE NEEP GG VGHP QUALIFIED PRODUCT L 1ST A DRAIN WATER HEAT RECOVERY UN I T(S) SHALL BE 0.5 0.5 ALL WHOLE HOUSE VENTILATION REQUIREMENTS AS WITH A MINIMUM OF q HSPF 2 (10 HSPF) MAY BE INSTALLED, WHICH CAPTURES WASTE WATER HEAT 2.2 DETERMINED BY SECTION M 1505.3 OF THE USED TO SATISFY THIS REQUIREMENT. FROM AT LEAST TWO SHOWERS, INCLUDING INTERNATIONAL RESIDENTIAL CODE OR SECTION IN AREAS WHERE THE WINTER DESIGN TUB/SHOWER COMBINATIONS. IT IS ACCEPTABLE, 403.8 OF THE INTERNATIONAL MECHANICAL CODE �'� a TEMPERATURE AS SPECIFIED IN APPENDIX RC 15 BUT NOT REQU I RED, FOR SINK WATER TO BE SHALL BE MET WITH A HEAT RECOVERY VENTILATION 23°F OR BELOW, AN AIR SOURCE CENTRALLY CONNECTED. UNIT SHALL HAVE A MINIMUM SYSTEM W 1 TH MINIMUM SENSIBLE HEAT RECOVERY DUCTED HEAT PUMP SHALL BE A GOLD CLIMATE EFFICIENCY OF 40% IF INSTALLED FOR EQUAL FLOW EFFICIENCY OF 0.75. VARIABLE CAPACITY HEAT PUMP AS LISTED ON THE OR A MINIMUM EFFICIENCY OF 54% IF INSTALLED TO QUALIFY TO CLAIM THIS GRED 1 T, THE BUILDING NEEP QUALIFIED PRODUCT LIST. 5 1 FOR UNEQUAL FLOW. SUCH UNITS SHALL BE RATED PERMIT DRAWINGS SHALL SPECIFY THE OPTION TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING IN ACCORDANCE WITH GSA 555.1 OR I APMo 160 BEING SELECTED AND SHALL SPECIFY THE MAXIMUM PERMIT DRAWINGS SHALL SPECIFY THE OPTION 346-201 AND BE SO LABELED. TESTED BUILDING AIR LEAKAGE AND SHALL SHOW >00< BEING SELECTED AND SHALL SPECIFY THE HEA71 NG TO QUALIFY TO CLAIM TH 1 S CREDIT, THE BUILDING THE HEAT RECOVERY VENTILATION SYSTEM. >00< EQUIPMENT TYPE AND THE MINIMUM EQUIPMENT PERMIT DRAWINGS SHALL INCLUDE A PLUMBING EFFICIENCY. DIAGRAM THAT SPECIFIES THE DRAIN WATER HEAT RECOVERY UNITS AND THE PLUMBING LAYOUT COMPLIANCE BASED ON SECTION R402.4.1.2: 2.0 2.0 NEEDED TO INSTALL 17. LABELS OR OTHER REDUCE THE TESTED AIR LEAKAGE TO 0.6 AIR DUCTLESS SPLIT SYSTEM HEAT PUMPS WITH NO 2.0 3.0 DOCUMENTATION SHALL BE PROVIDED THAT CHANGES PER HOUR MAXIMUM AT 50 PASCALS, OR ELECTRIC RESISTANCE HEATING IN THE PRIMARY DEMONSTRATES THAT THE UNIT COMPLIES WITH FOR R-2 OCCUPANCIES, OPTIONAL COMPLIANCE LIVING AREAS. A DUCTLESS HEAT PUMP SYSTEM THE STANDARD. BASED ON SECTION R402.4.1.2: REDUCE THE WITH A MINIMUM HSPF 2 OF q (HSPF OF 10) SHALL BE TESTED AIR LEAKAGE TO 0.15 GFM/FT2 MAXI MUM AT S I ZED AND INSTALLED TO PROVIDE HEAT TO ENTIRE 50 PASCALS DWELLING UNIT AT THE DESIGN OUTDOOR AIR FOR COMPACT HOT WATER DISTRIBUTION SYSTEM 0.5 0.5 AND TEMPERATURE. CREDIT, THE VOLUME SHALL STORE NOT MORE THAN EXCEPTION: IN HOMES WITH TOTAL HEATING LOADS 16 OUNCES OF WATER BETWEEN THE NEAREST ALL WHOLE HOUSE VENTILATION REQUIREMENTS 5.7 a,d,e OF 24,000 OR LESS US 1 NG MULTI -ZONE MINI -SPLIT SOURCE OF HEATED WATER AND THE TERMINATION AS DETERMINED BY SECTION M 1505.3 OF THE SYSTEMS WITH NOMINAL RATINGS OF 24,000 OR OF THE FIXTURE SUPPLY PIPE WHERE CALCULATED 2.5 INTERNATIONAL RESIDENTIAL CODE OR SECTION LESS, THE MINIMUM HSPF S TO CLAIM THIS CREDIT USING SECTION R403.5.2. CONSTRUCTION 403.5 OF THE INTERNATIONAL MECHANICAL CODE SHALL BE 8.1 q HSPF 2 (OR q HSPF). DOCUMENTS SHALL INDICATE THE OUNCES OF SHALL BE MET WITH A HEAT RECOVERY TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING 5.2 WATER IN PIPING BETWEEN THE HOT WATER SOURCE VENTILATION SYSTEM WITH MINIMUM SENSIBLE PERMIT DRAWINGS SHALL SPECIFY THE OPTION AND THE TERMINATION OF THE FIXTURE SUPPLY. HEAT RECOVERY EFFICIENCY OF 0.00. DUCT BEING SELECTED, THE HEATED FLOOR AREA WHEN THE HOT WATER SOURCE 15 THE NEAREST INSULATION SHALL COMPLY WITH SECTION CALCULATION, THE HEATING EQUIPMENT TYPE(S), PRIMED PLUMBING LOOP OR TRUNK, THIS MUST BE R403.3.2. TO QUALIFY TO CLAIM THIS GRED 1 T, THE BUILDING THE MINIMUM EQUIPMENT EFFICIENCY, AND TOTAL PRIMED W 1 TH AN ON DEMAND RECIRCULATION PUMP PERMIT DRAWINGS SHALL SPECIFY THE OPTION INSTALLED HEAT CAPACITY (BY EQUIPMENT TYPE). AND MUST RUN A DEDICATED AMBIENT RETURN LINE FROM THE FURTHEST FIXTURE OR END OF LOOP TO BEING SELECTED AND SHALL SPECIFY THE I THE WATER HEATER. MAXIMUM TESTED BUILDING AIR LEAKAGE AND SHALL SHOW THE HEAT RECOVERY VENTILATION TO QUALIFY FOR THIS CREDIT, THE DWELLING MUST SYSTEM. HAVE A MINIMUM OF 1.5 BATHROOMS. FOR FOOTNOTES, SEE SHEET EN-5 REGISTERED AR-r-H I TEGT tSTATIE EL N YNE JOHNSON OF NASHINGTON V- W W - QI 5 m�W VW v P-Y- W W Q W O VI z In V Z VI l 1 V VI O N � D?.TE: IO-06-Z4 REVISIONS: I7RANN BY: MWJ C,HEGKED BY: MWJ Fr i CRED I TS OPTION DESCRIPTION ALL OTHER GROUP R-2 b WATER HEATI N6 SYSTEM SHALL INCLUDE THE 0.5 0.5 FOLLOWING: ENERGY STAR RATED OAS OR PROPANE WATER HEATER WITH A MINIMUM UEF OF 0.50. TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAW I NGS SHALL SPECIFY THE OPTION BEING SELECTED AND SHALL SPECIFY THE WATER HEATER EQUIPMENT TYPE AND THE MINIMUM EQUIPMENT EFFIGIENGY. WATER HEATI N6 SYSTEM SHALL INCLUDE ONE OF 1.0 1.0 THE FOLLOWING: ENERGY STAR RATED 6A5 OR PROPANE WATER HEATER WITH A MINIMUM UEF OF O.ql OR SOLAR WATER HEATING SUPPLEMENTING A MINIMUM STANDARD WATER HEATER. SOLAR WATER HEATING WILL PROVIDE A RATED MINIMUM 5A\/IN65 OF 55 THERMS OR 2000 KWH BASED ON THE SOLAR RATING AND CERTIFICATION CORPORATION (5RCC) ANNUAL PERFORMANCE OF 06-500 CERTIFIED SOLAR WATER HEATING SYSTEM OR WATER HEATER HEATED BY GROUND SOURCE HEAT PUMP MEETING THE REQUIREMENTS OF OPTION 5.4. TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAW I NGS SHALL SPECIFY THE OPTION BE I N6 SELECTED AND SHALL SPECIFY THE WATER HEATER EQU I PMENT TYPE AND THE MINIMUM EaU I PMENT EFF I G I ENGY AND, FOR SOLAR WATER HEATING SYSTEMS, THE CALCULATION OF THE MINIMUM ENERGY SAVINGS. WATER HEATI N6 SYSTEM SHALL INCLUDE ONE OF 1.5 1.5 THE FOLLOWING: GAS-F I RED HEAT PUMP WATER HEATERS) MEETING TIER 2 OF THE NEEA ADVANCED WATER HEATING SPECIFICATION FOR GAS -FUELED RESIDENTIAL STORAGE WATER HEATERS VERSION I.O. OR FOR R-2 OCCUPANCY, GAS -FIRED HEAT PUMP WATER HEATER(5) MEETING TIER 2 OF THE NEEA ADVANCED WATER HEATING SPECIFICATION FOR GAS -FUELED RESIDENTIAL STORAGE WATER 5 HEATERS VERSION I.O. SHALL SUPPLY DOMESTIC HOT WATER TO ALL UNITS. OR FOR R-2 OCCUPANCY, GAS -FIRED HEAT PUMP WATER HEATER(S) MEETING ANSI Z21.40.2 AND Z21.40.4 OR GSA, WITH A MINIMUM UEF OF 1.15, SHALL SUPPLY DOMESTIC, HOT WATER TO ALL UNITS. TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION BEING SELECTED AND SHALL SPECIFY THE WATER HEATER EaU I PMENT TYPE AND THE MINIMUM EQU I PMENT EFF I C I ENGY AND, FOR SOLAR WATER HEATING SYSTEMS, THE CALCULATION OF THE MINIMUM ENERGY 5AV I NGS. WATER HEATI N6 SYSTEM SHALL INCLUDE ONE OF 2.0 2.5 THE FOLLOWING: ELECTRIC HEAT PUMP WATER HEATER MEETING THE STANDARDS FOR TIER III OF NEEA'5 ADVANCED WATER HEATING SPECIFICATION OR FOR R-2 OCCUPANCY, ELECTRIC HEAT PUMP WATER HEATER(5), MEETING THE STANDARDS FOR TIER III �.� OF NEEA'S ADVANCED WATER HEATING SPECIFICATION, SHALL SUPPLY DOMESTIC HOT WATER TO ALL UNITS. IF ONE WATER HEATER 15 SERVING MORE THAN ONE DWELLING UNIT, ALL HOT WATER SUPPLY AND RECIRCULATION PIPING SHALL BE INSULATED WITH R-8 MINIMUM PIPE INSULATION. TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAW I NGS SHALL SPECIFY THE OPTION BEING SELECTED AND SHALL SPECIFY THE WATER HEATER EQU I PMENT TYPE AND THE MINIMUM KXX EQU I PMENT EFF I C I ENGY. WATER HEATING SYSTEM SHALL INCLUDE ONE OF 2.5 5.0 THE FOLLOWING: ELECTRIC HEAT PUMP WATER HEATER WITH A MINIMUM UEF OF 2.q AND UTILIZING A SPLIT SYSTEM CONFIGURATION WITH THE AIR -TO -REFRIGERANT HEAT EXCHANGER LOCATED OUTDOORS. EQUIPMENT SHALL MEET SECTION 4, REQUIREMENTS FOR ALL UNITS, OF THE NEEA STANDARD ADVANCED WATER HEATING SPECIFICATION WITH THE UEF NOTED ABOVE OR 5.7 FOR R-2 OCCUPANCY, ELECTRIC HEAT PUMP WATER HEATER(S), MEETING THE STANDARDS FOR TIER III OF NEEA'S ADVANCED WATER HEATING SPECIFICATION AND UTILIZING A SPLIT SYSTEM CONFIGURATION WITH THE AIR -TO -REFRIGERANT HEAT EXCHANGER LOCATED OUTDOORS, SHALL SUPPLY DOMESTIC HOT WATER TO ALL UNITS. IF ON WATER HEATER 15 SERVING MORE THAN ONE DWELLING UNIT, ALL HOT WATER SUPPLY AND RECIRCULATION PIPING SHALL BE INSULATED WITH R-5 MINIMUM PIPE INSULATION. TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAW I NGS SHALL SPECIFY THE OPTION BEING SELECTED AND SHALL SPECIFY THE WATER HEATER EQU I PMENT TYPE AND THE MINIMUM EOU I PMENT EFF I G I ENGY. a. An alternative heating source sized at a maximum of 0.5 Watts/ft2 (equivalent) of heated floor area or 500 Watts, whichever is bigger, may be installed in the dwelling unit. b. See Section R401.1 and residential building in Section R202 for Group R-2 scope. c. Option 3.11 can only be taken with Options 3.1 and 3.3. To qualify to claim Option 3.11 with 3.3, the system shall be a 1-2 speed heat pump system. Variable capacity heat pumps are ineligible from claiming this option. d. This option may only be claimed if serving System Type 4 or 5 from Table R406.2. e. Primary living areas include living, dining, kitchen, family rooms, and similar areas. f. Option 3.10 may one be taken with Efficient Water Heating Option 5.1 or 5.2. Equipment sizing for space heating shall be calculated as provided in Section R403.7 with increased capacity to provide a minimum of 75 percent of peak hot water demand or shall be sized in accordance with approved manufacturer's specifications or guidance. Supplementary heat for water heating shall be in accordance with Section R403.5.7. I2g,� I REGISTERED ARr-H I TEGT Mir -HI EL Oq'rNE JOHNSON STATE OF WASHINGTON 1� mew 1� U) W 0 V1 Z I In V Z V1 A i1 V VI 0 N � DATE: 10-06-24 REVISIONS: ORANN BY: GHEGKEO BY: MNJ MNJ WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PREGEDENGE OVER SCALED DIMENSIONS. DUE TO POTENTIAL ALTERING DURING THE PRINTING PROGESS, DO NOT SCALE DRAWINGS. GONTRAGTOR SHALL VERIFY ALL DIMENSIONS AND GOND I TI ONS PRIOR TO PROGEEDING WITH GONSTRUGTION. ANY ALTERATION, REVISION OR SITE GONDITION WARRANTING CHANGE TO THE PLANS MUST BE VERIFIED WITH MWJ HOMES AND THE PROJECT STRUCTURAL ENGINEER PRIOR TO GONSTRUGTION. ANY GONSTRUGTION TRADE WORKING ON THE PROJECT MUST HAVE KNOWLEDGE OF THE LOGAL AND NATIONAL GORES. MWJ HOMES IS NOT RESPONSIBLE FOR THE KNOWLEDGE OF TRADESPEOPLE THAT ARE NOT EMPLOYED BY MWJ HOMES. ANY ALTERATION TO THE PROJECT MADE WITHOUT PRIOR APPROVAL BY MWJ HOMES AND/OR THE PROJECT STRUCTURAL ENGINEER CAN/MAY/WILL RESULT IN PROJECT DELAYS AND THE CONTRACTOR SHALL AGGEPT FULL RESPONSIBILITY FOR THE GOST AND TIME REOU I RED TO REGTI FY NOTES: I. ALL WOOD EXPOSED TO WEATHER SHALL BE PRESSURE TREATED, PAINTED OR CEDAR. Z. CAULIG AND SEAL ALL WINDOW/DOOR AND EXTERIOR ENVELOPE PENETRATIONS. 5. GLAZ I NC-.7 PER STATE ENERGY GORE. 4. SEPERATE PERMITS ARE REQU I RED FOR FENCES, PLUMBING, MECHAN I GAL, AND ELECTRICAL. 5. PROTECTION FROM DECAY 15 REQU I RED FOR ALL WOOD SIDING AND WALL FRAMING LESS THAN 2" ABOVE CONCRETE STEPS, PORCH SLABS, PATIO SLABS, AND SIMILAR HORIZONTAL SURFACES EXPOSED TO THE WEATHER 6. REFER TO ALL ELEVATIONS FOR TYPICAL NOTES. -1. S.G. = SAFETY GLASS SLASHING NOTE APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER INTO THE BUILDING STRUCTURAL FRAMING COMPONENTS THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROS 1 ON RESISTANT FLASHING SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS: 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FIN 15H OR TO THE WATER RES 1 ST I VE BARRIER FOR SUBSEQUENT ORA I NAGE 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUGCO WALLS 5. UNDER AND AT THE ENDS OF MASONRY, WOOD, OR METAL GOP NGS AND SILLS 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM 5. WHERE EXTERIOR PORCHES, DECKS, OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD FRAME CONSTRUCTION Fes. AT WALL AND ROOF INTERSECTIONS 1. AT BUILT IN GUTTERS SHINGLE SIDING WHERE SHOWN SET PORCH SURFACE _ 6" BELOW MAIN FLOOR HORIZONTAL SIDING WHERE SHOWN 5/4 X 4 EXTERIOR CORNERS AND 2X2 INTERIOR CORNERS 2X8 BARGE BOARD cg ALL GABLE ENDS 12 5 oodeoo 2X6 W.W. HARDSCAPE AT PORCH/PATIOS r-RONT SEE GENERAL NOTES SCALE: 1/4" = 1'-0" REAR EE.isEE-X AT 1 O Imo, ''All SEE GENERAL NOTES SCALE: 1/4" = 1'-0" RUN TOP AND BOTTOM TRIM I" PAST SIDE TRIMS HEIGHT OF STRUCTURE UPPER FLOOR P.L. 5/4 X 4 WINDOW/DOOR TR I M .4 FIN. FLR. UPPER MAIN FLOOR P.L. ADDRESS/ _ L I GHT BLOCK -� FIN. FLR. MAIN �71 REGISTERED ARCHITECT MIOH EL YNE JOHN50N STATE OF WA5HINGTON 6 O co O- Q � V Q) vi ff) no _ 0 o�0 z r� � Ln(1) -q Lo cn W 0 i rr nn® VJ W 2 0 fit m z O a.l L 0- date : O 1-15-25 permit: revisions: drawn by MW,.J Ghe'cG GPd by: !E> HE=— E=--F kb z (� z w ZE0 0 �p� �1L41A O 4 <W<�IZ z� L� O O p�o0000o) � JU n u1 <0�m�� 1L N �i z NRITTEN DIMENSIONS ON THIS L7RANING SHALL HAVE PREGEDENGE OVER SGALED DIMENSIONS. DUE TO POTENTIAL ALTERING DURINC-� THE PRINTINC-� PROGESS, DO NOT SCALE DRANINGS. GONTRAGTOR SHALL VERIFY ALL DIMENSIONS AND GONDITIONS PRIOR TO PROGEEDINO KITH GONSTRUGTION. ANY ALTERATION, REVISION OR SITE GONDITION NARRANTINC-� GHANGE TO THE PLANS MUST BE VERIFIED N I TH MNJ HOMES AND THE PROJECT STRUGTURAL ENGINEER PRIOR TO GONSTRUGTION. ANY GONSTRUGTION TRADE NORKINO ON THE PROJECT MUST HAVE KNONLEOr- ,E OF THE LOGAL AND NATIONAL GODES. MNJ HOMES IS NOT RESPONSIBLE FOR THE KNONLEDGE OF TRADESPEOPLE THAT ARE NOT EMPLOYED BY MNJ HOMES. ANY ALTERATION TO THE PROJECT MADE NITHOUT PRIOR APPROVAL BY MNJ HOMES AND/OR THE PROJEGT STRUGTURAL ENC� I NEER GAN/MAY/NI LL RESULT IN PROJECT DELAYS AND THE GONTRAGTOR SHALL AGGEPT FULL RESPONSIBILITY FOR THE GOST AND TIME REQUIRED TO REGTI FY NOTES: I. ALL WOOD EXPOSED TO WEATHER SHALL BE PRESSURE TREATED, PAINTED OR CEDAR. 2. CAULK AND SEAL ALL WINDOW/DOOR AND EXTERIOR ENVELOPE PENETRATIONS. 5. GLAZING PER STATE ENERGY GORE. 4. SEPERATE PERMITS ARE REOU I RED FOR FENCES, PLUMBING, MEGHANIGAL, AND ELECTRICAL. 5. PROTECTION FROM DECAY 15 REOU I RED FOR ALL WOOD SIDING AND WALL FRAMING LESS THAN 2" ABOVE CONCRETE STEPS, PORCH SLABS, PATIO SLABS, AND SIMILAR HORIZONTAL SURFACES EXPOSED TO THE WEATHER 6. REFER TO ALL ELEVATIONS FOR TYP 1 GAL NOTES. -7. S.G. = SAFETY GLASS FLASH I NCB NOTE APPROVED CORROS 1 ON-RES 1 STANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL GAV I T'I' OR PENETRATION OF WATER INTO THE BUILDING STRUGTURAL FRAMING GOMPONENTS THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION RE51 STANT FLASHING SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS: 1. EXTERIOR W 1 NDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER RESISTIVE BARRIER FOR 5UB5EOUENT DRAINAGE 2. AT THE I NTERSEGT I ON OF GH I MNE'1'S OR OTHER MASONRY CONSTRUGTI ON WITH FRAME OR STUGGO WALLS 5. UNDER AND AT THE ENDS OF MASONRY, WOOD, OR METAL COPINGS AND SILLS 4. CONTINUOUSLY ABOVE ALL PRO_JEGTING WOOD TRIM 5. WHERE EXTERIOR PORCHES, DECKS, OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD FRAME CONSTRUCTION 6. AT WALL AND ROOF INTERSECTIONS 1. AT BUILT IN GUTTERS HARD I E PANEL SIDING N/ 5/4X4 BATTENS TO - COVER SEAMS SET PORCH SURFACE _ 6" BELOW MAIN FLOOR HORIZONTAL SIDING WHERE SHOWN 5/4 X 4 EXTERIOR CORNERS AND 2X2 INTERIOR CORNERS 2X6 W.W. HARDSCAPE AT PORCH/PATIOS 12"RON7 r=Lr=\/ATION IIE5II SEE GENERAL NOTES SCALE: 1/4" = I'-O" I �L/IGHT BLOCK EEL S X A% 7 1 0'� , 111511 SEE GENERAL NOTES SCALE: 1/4" = P-O" RUN TOP AND BOTTOM TRIM I" PAST S I DE TRIMS HEIGHT OF STRUCTURE UPPER FLOOR P.L. FIN. FLR. UPPER MAIN FLOOR P.L. 5/4X4 TRIM FRONT WIN AND DOORS ADDRESS/ LIGHT BLOCK STONE VENEER NHERE SHOWN- INSTALL PER MFG. SPEC - I F I C-ATI ONS FIN. FLR. MAIN UPPER PIN. F1 MAIN FLOOR P.L. FIN. FLR. MAIN �71 REG 1 STERED ARCHITECT Hir-H EL YNE JOHNEON STATE OF WA5HlNGTON o D co 0- CL o V U C Ql U o ':�- o -C_ m M co Z I`7 Loo� E Lo a) \q ?� W YL 0 rr nn® VJ W 2 0 2 m z W O z V 4 L 0- dote : permit: revisions: drawn by MWJ Gh e,(r,k d by : I N \-z w .. O <WZ Q zQ wp(3 •0-<ql III t� (Y�tnwJ O vwo � of tXvz�-D-zoo pQ�W�Oz� wmw�0�� Q �Q�IYQ <zw(3Q WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. DUE TO POTENTIAL ALTERING DURING THE PRINTING PROCESS, DO NOT SCALE DRAWINGS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY ALTERATION, REVISION OR SITE CONDITION WARRANTING CHANGE TO THE PLANS MUST BE VERI E I ED WITH MWJ HOMES AND THE PROJECT STRUCTURAL ENGINEER PRIOR TO CONSTRUCTION. ANY CONSTRUCTION TRADE WORKING ON THE PROJECT MUST HAVE KNOWLEDGE OF THE LOCAL AND NATIONAL CODES. MWJ HOMES IS NOT RESPONSIBLE FOR THE KNOWLEDGE OF TRADESPEOPLE THAT ARE NOT EMPLOYED BY MWJ HOMES. ANY ALTERATION TO THE PROJECT MADE WITHOUT PRIOR APPROVAL BY MWJ HOMES AND/OR THE PROJECT STRUCTURAL ENGINEER CAN/MAY/WILL RESULT IN PROJECT DELAYS AND THE CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR THE COST AND TIME REOU I RED TO RECTIFY i.EEr-7 r=L.r ll ,,�710 N 1I 11 SEE GENERAL NOTES SCALE: 1/4" = 1'-0" SEE GENERAL NOTES SCALE: 1/4" = 1'-0" �71 REGISTERED ARCH I TEGT MIGH EL N YNE JOHNSON STATE OF NASHINGTON O- Q a o � � CO co Lo 4) C� w 0 2 0 U) `W G 0 2 m z � 0 z V 0- L a_ date: 0I-15-25 permit: revisions: drawn by: MWJ checked by: �Z w O z1YQQ Q z�wzQ wQ0 •1LQ(Q O QTQlu<Fz n < uj 0 0 I--�Z�� ILI0 �) JZ�IAt(1�w111 # Q �lu Q0-V< �ZILICQ WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. DUE TO POTENTIAL ALTERING DURING THE PRINTING PROCESS, DO NOT SCALE DRANINGS. CONTRACTOR SHALL VERIFY ALL D I MENS 1 ONS AND CONDITIONS PRIOR TO PROCEEDING KITH CONSTRUCTION. ANY ALTERATION, REVISION OR SITE GONDITION WARRANTING CHANGE TO THE PLANS MUST BE VERIFIED NI TH MNJ HOMES AND THE PROJECT STRUCTURAL ENG 1 NEER PRIOR TO CONSTRUCTION. ANY CONSTRUCTION TRADE WORKING ON THE PROJEGT MUST HAVE KNONLEDGE OF THE LOCAL AND NATIONAL CODES. MNJ HOMES IS NOT RESPONSIBLE FOR THE KNONLEDGE OF TRADESPEOPLE THAT ARE NOT EMPLOYED BY MNJ HOMES. ANY ALTERATION TO THE PROJECT MADE NITHOUT PRIOR APPROVAL BY MNJ HOMES AND/OR THE PROJECT STRUCTURAL ENG I NEER GAN/MAY/WILL RESULT IN PROJECT DELAYS AND THE CONTRAGTOR SHALL ACCEPT FULL RESPONS 1 B I L I TY FOR THE COST AND TIME REOU I RED TO RECTIFY #.r-7 L.E 11 ,Ak710 N 11 15 11 SEE CGENERAL NOTES SCALE: 1/4" = I'-O" R I GA47 I Oil 111511 SEE GENERAL NOTES SCALE: 1/4" = I'-O" 120-71 REG 15TERED V-�� ARCHITECT MIGH EL IN, YNE JOHNSON STATE OF WASHINGTON � D co 0: Q a o C- U M o 4-1 Lo (D °` ci < C) w 0 2 `W G 0 2 m z � 0 z F 0- L Q date : OI -I-25 permit: revisions: drawn by: MwJ checked by: �z w O p zQWQQ w 0 �Qm O l V- (K Q��_00 O 0 VWO OF pQ-�W�Ozo Wm�(YOQ� p �lu Q0-(Yd <Zwov WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PREGEDENGE OVER SGALED DIMENSIONS. DUE TO POTENTIAL ALTERING DURING THE PRINTING PROGESS, DO NOT SGALE DRAWINGS. GONTRAGTOR SHALL �/ERI FY ALL DIMENSIONS AND GOND I T I ONS PRIOR TO PROGEED I NG WITH GONSTRUGTION. ANY ALTERATION, REVISION OR SITE GONDIION WARRANTING GHANGE TO THE PLANS MUST BE \VERI F I ED WITH MWJ HOMES AND THE PROJECT STRUCTURAL ENGINEER PRIOR TO GONSTRUGTION. ANY GONSTRUGTION TRADE WORKING ON THE PROJECT MUST HAVE KNOWLEDGE OF THE LOGAL AND NATIONAL GODES. MWJ HOMES IS NOT RESPONSIBLE FOR THE KNOWLEDGE OF TRADESPEOPLE THAT ARE NOT EMPLOYED BY MWJ HOMES. ANY ALTERATION TO THE PROJECT MADE WITHOUT PRIOR APPROVAL BY MW_J HOMES AND/OR THE PROJECT STRUGTURAL ENGINEER GAN/MAY/WILL RESULT IN PROJECT DELAYS AND THE GONTRAGTOR SHALL AGGEPT FULL RESPONSIBILITY FOR THE COST AND TIME REQUIRED TO REGTIF"r A -7 FOUNDATION VENT CALCULATION -765 SQUARE FEET - 500 5 VENTS RE0UI I RED 2.55 .5-7 STRUGTURAL NOTES: SEE "S" SHEETS FOR ALL STRUGTURAL NOTES AND DETAILS PROVIDED BY FELTEN GROUP NOTES: ALL WOOD IN CONTACT W I TFH CONCRETE SHALL BE PRESSURE TREATED OR CEDAR. PROVIDE CRAWL DRAIN ® LOW POINT IN CRAWLSPACE. SOLID BLOCKING UNDER ALL BEARING WALLS. SLOPE ALL GONG. STOOPS AND/OR PATIOS 1/4" PER FOOT AWAY FROM DOORWAYS. — — — BEARING WALL ABOVE nn LAIN DOWN Q 1 1 1 1 p SPOUT SPOUT GRAWLSPAGE 6 MIL. BLACK VAPOR BARRIER FROM TOP OF FTC. TO TOP OF FI7TN. WALL W/ 12" LAP ® ALL SEAMS - 18I " MINMUM GRAWLSPAGE O 12" MINMUM UNDER BEAMS LJLJ SINK ABV. FOUNDATION VENTS EAU 16"x6D " SCREENE 5 REOU I RED ABV. 0 I mIB"x24" \ �I-IWT. O � J GRwL. A SPAG 0 ABV. ACCESS m \ o II N� 1 INS 8 WS 0 7EL;l�(v 0 5" ST BOLLARD UP TO BO" MINIMUM C-.7ARAG3= 4" CONCRETE SLAB SLOPE 4" TO OVERHEAD DOOR GRANULAR FILL UNDER - GARAGE SLAB O SLOPE 3" TO DOOR I 0 N UFER TALL 0 0 !oL -� QQ I � Lu SPOUT W� z W NK 0 w BV. DOWN Q SPOUT �</ 0 Qo�� 0� G. D WN Q S OUT •il m I6'-5" R.O. 50'-0" OVERALL -10 1 A fOUN=A%71Oil f=LA%N SEE GENERAL NOTES SCALE: 1/4" = I'-O" 125-71 REG 1 STERED ARCHITECT Hir-H EL YNE .'OHNSON STATE OF WA5HINGTON co 0- Q CL o � U C Ql U o :�- o -C_ m M co Z I`7 Loo� E Lo a) ?� W YL 0 2 r n® V / W 2 0 2 m z 4 It 0 O z V 4 0 date: OI-IS-ZS permit: revisions: drawn by MWJ G%1PGiGPd �by: N �-z W .. O zWQQ Q z<wzQ l� 0 Q�Q�QFOIL IIVII I � � C�j O 0 Ov�QO� (� I LUOF-lfl Jnn-� II�� Jz�m�i�w�n !L 111 z N Lu CD W < Q <Q-Va �ZWQ'OQ NRITTEN DIMENSIONS ON THIS DRANING SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. DUE TO POTENTIAL ALTERING DURING THE PRINTING PROCESS, DO NOT SCALE DRANI NGS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY ALTERATION, REVISION OR SITE CONDITION WARRANTING CHANGE TO THE PLANS MUST BE VERIFIED NI TH MWJ HOMES AND THE PROJECT STRUCTURAL ENGINEER PRIOR TO CONSTRUCTION. ANY CONSTRUCTION TRADE WORKING ON THE PROJECT MUST HAVE KNOWLEDGE OF THE LOCAL AND NATIONAL CODES. MNJ HOMES IS NOT RESPONSIBLE FOR THE IKNOWLEDGE OF TRADESPEOPLE THAT ARE NOT EMPLOYED BY MWJ HOMES. ANY ALTERATION TO THE PROJECT MADE WITHOUT PRIOR APPROVAL BY MWJ HOMES AND/OR THE PROJECT STRUCTURAL ENGINEER CAN/MAY/NI LL RESULT IN PROJEGT DELAYS AND THE GONTRAGTOR SHALL AGGEPT FULL RESPONSIBILITY FOR THE COST AND TIME REOU I RED TO RECTIFY NOTES: ALL EXTERIOR HEADERS MUST BE INSULATED WITH R-10 INSULATION PER WSEC FOR WINDOWS WITH OPERABLE OPENINGS MORE THAN '72" ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING SHALL BE 24" MINIMUM ABOVE THE FLOOR. EXCEPTIONS: FULLY OPEN WINDOWS WHERE A 4" SPHERE MAY NOT PASS THROUGH OR WHERE FALL PROTECTION DEVICES ARE PROVIDED PER ASTM F 20ci0 OR R612.5 TUB/SHOWER UNITS SHALL HAVE FIRE BLOCKING BETWEEN WALL STUDS AND WATERPROOF SURROUNDS TO +72" FROM DRAIN. GLAZING, INCLUDING WINDOWS WITHIN +72" OF DRAIN, SHALL BE SAFTEY GLASS. SHOWER FLOW IS LIMITED TO 2.5 GAL/MIN. EXHAUST FANS LARGER THAN 50CFM MAY BE CONNECTED TO 4" SMOOTH WALL VENT PIPE IF RUNS DO NOT EXCEED 20' IN LENGTH. THE MINIMUM SIZE OF FLEX DUCT IS 5" DIAMETER WITH A MAXIMUM RUN OF 15' COMBUSTION AIR REQUIRED FOR ALL FUEL BURNING APPLIANCES EXTERIOR DOORS SHALL BE PROVIDED WITH LANDINGS OR FLOORS NOT MORE THAN 7-3/4" BELOW THE TOP OF THE THRESHOLD PER I RC R31 1.3 PROVIDE A MOISTURE EXHAUST DUCT FOR THE CLOTHES DRYER TO OUTSIDE AIR. THE DUCT SHALL BE MINIMUM 4" INCH IN DIAMETER OF METAL OR APPROVED MATERIAL WITH SMOOTH SURFACE. THE LENGTH SHALL NOT EXCEED 35 FEET (INCLUDING TRANSITION DUCTS) IF FITTINGS ARE USED, THE MAXIMUM LENGTH SHALL BE REDUCED TO BE PER DRYER OR THE DRYER EXHAUST POWER VENTILATOR'S MFC'S INSTALLATION PER IMG 504.5 ENVIRONMENTAL AIR DUCT EXHAUST SHALL TERMINATE NOT LESS THAN 5 FEET FROM A PROPERTY LINE AND 5 FEET FROM OPENINGS INTO A BUILDING PER IMG 501.5.1 THE MIXING VALVE IN A SHOWER (INCLUDING OVER A TUB) SHALL BE PRESSURE BALANCING SET AT 120F. THE WATER HEATER THERMOSTAT CANNOT BE USED TO MEET THESE PROVISIONS PER UPC 405.5 AND 40cf.44 COMBUSTION AIR TO BE PROVIDED TO FURNACE CLOSET VIA FRESH AIR FROM OUTSIDE. MECH CONTRACTOR TO FIELD VERIFY EXPANSION TANK, PRESSURE RELIEF VALVE, AND SHUT OFF VALVE TO BE INSTALLED FOR THE WATER HEATER PER UPC 608.5 BUILDING FRAMING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS. INSTALLATION OF DUCTS SHALL NOT DISPLACE REQUIRED ENVELOPE INSULATION PER WSEG R405.5.5 DUCTS WHICH PENETRATE THE WALL OR FLOOR BETWEEN THE WALL OR FLOOR BETWEEN THE DWELLING AND GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE SHEET STEEL OR APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE PER IRG R502.5.2. LEGEND: O SMOKE DETECTOR IIOV INTERCONNECTED W/ BATTERY BACK-UP. PER IRG 314 OCARBON MONOXIDE DETECTOR PER IRG 315 GARAGE NOTES: I. GARAGE/LIVING SEPARATION, USE 5/5" TYPE 'X' GWB AT CEILING/WALL. WRAP POSTS AND BEAMS. 2. INSULATE ALL WARM WALLS AND CEILING. 3. DOOR BETWEEN GARAGE AND RESIDENCE SHALL BE 1-515" MINIMUM THICK SOLID WOOD OR STEEL WITH SOLID OR HONEYCOMB GORE OR 20 MINUTE FIRE RATED EQUIPPED WITH A SELF CLOSING DEVICE. 4. DUCTS IN GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE RESIDENCE FROM THE GARAGE SHALL BE NO. 26 GAGE SHEET STEEL AND HAVE NO OPENINGS INTO THE GARAGE Hf=-ATINC� NOTES: + INSTALL PER ASHRAE GOA-50 + IS" PLATFORM OF 2 LAYERS 5/4" PLYWOOD (I LAYER IF PLATFORM IS ON SLAB) + SEE HEATING NOTES OPTIONAL NOTES: RAISE ALL PILOTS, BURNERS AND SWITCHES +IS" MINIMUM ABOVE SLAB. STRUCTURAL NOTES: SEE "S" SHEETS FOR ALL STRUCTURAL NOTES AND DETAILS PROVIDED BY FELTEN GROUP A 141N- 4 w C C I BCD' -CD" C�\/Fi;-:'AL L 1�/-411%1N �L.00ik FLA1%N SEE GENERAL NOTES SG?.LE: 1/4" = 1'-0" 12871 I\ REGISTERED \/> ARCHITECT MIGH EL W YNE 'OHNSON STATE OF WA5HINGTON co 0- Q CL o � U c Ql U o ':�- o -c_ m M co Z Loo� E Lo a) ?� W YL 0 2 i ® r n v , W 2 0 I m z 0 z F 0— date,-: OI-IS-25 permit: revisions: drawn by: MWJ checked by: �z w O zjuQQ z Q dwzQ wpCj 1<6 zooloWo°�aoV O O -A z): U]0 !L ul d0�o�Q-jz N wmwfiOQ� # Q [IQ0-v< < :) ci WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PREGEDENGE OVER SGALED DIMENSIONS. DUE TO POTENTIAL ALTERING DURING THE PRINTING PROGESS, DO NOT SGALE DRAWINGS. GONTRAGTOR SHALL �/ERI FY ALL DIMENSIONS AND GOND I T I ONS PRIOR TO PROGEED I NG WITH GONSTRUGTION. ANY ALTERATION, REVISION OR SITE GONDITION WARRANTING GHANGE TO THE PLANS MUST BE \/ERI F I ED WITH MWJ HOMES AND THE PROJECT STRUCTURAL ENGINEER PRIOR TO GONSTRUGTION. ANY GONSTRUGTION TRADE WORKING ON THE PROJECT MUST HAVE KNOWLEDGE OF THE LOGAL AND NATIONAL GODES. MWJ HOMES IS NOT RESPONSIBLE FOR THE KNOWLEDGE OF TRADESPEOPLE THAT ARE NOT EMPLOYED B'I' MWJ HOMES. ANY ALTERATION TO THE PROJECT MADE WITHOUT PRIOR APPROVAL BY MW_J HOMES AND/OR THE PROJECT STRUGTURAL ENGINEER GAN/MAY/WILL RESULT IN PROJECT DELAYS AND THE GONTRAGTOR SHALL AGGEPT FULL RESPONSIBILITY FOR THE COST AND TIME REOUIRED TO REGTIF-r NOTES: ALL EXTERIOR HEADERS MUST BE INSULATED WITH R-10 INSULATION PER WSEG FOR WINDOWS WITH OPERABLE OPENINGS MORE THAN 72" ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING SHALL BE 24" MINIMUM ABOVE THE FLOOR. EXCEPTIONS: FULLY OPEN WINDOWS WHERE A 4" SPHERE MAY NOT PASS THROUGH OR WHERE FALL PROTECTION DEVICES ARE PROVIDED PER ASTM F 20gO OR R612.3 TUB/SHOWER UNITS SHALL HAVE FIRE BLOGKINC� BETWEEN WALL STUDS AND WATERPROOF SURROUNDS TO +-12" FROM DRAIN. GLAZING, INCLUDING WINDOWS WITHIN +72" OF DRAIN, SHALL BE SAFTEY GLASS. SHOWER FLOW IS LIMITED TO 2.5 GAL/MIN. EXHAUST FANS LARGER THAN 50CFM MAY BE CONNECTED TO 4" SMOOTH WALL VENT PIPE IF RUNS DO NOT EXCEED 20' IN LENGTH. THE MINIMUM SIZE OF FLEX DUCT IS 5" DIAMETER WITH A MAXIMUM RUN OF 15' COMBUSTION AIR REQUIRED FOR ALL FUEL BURNING APPLIANCES EXTERIOR DOORS SHALL BE PROVIDED WITH LANDINGS OR FLOORS NOT MORE THAN 7-514" BELOW THE TOP OF THE THRESHOLD PER IRG R311.5 PROVIDE A MOISTURE EXHAUST DUCT FOR THE GLOTHES DRYER TO OUTSIDE AIR. THE DUGT SHALL BE MINIMUM 4" INGH IN DIAMETER OF METAL OR APPROVED MATERIAL WITH SMOOTH SURFAGE. THE LENGTH SHALL NOT EXGEED 55 FEET (INGLUDING TRANSITION DUGTS) IF FITTINGS ARE USED, THE MAXIMUM LENGTH SHALL BE REDUGED TO BE PER DRYER OR THE DRYER EXHAUST POWER VENTILATOR'S MFG'S INSTALLATION PER IMG 504.0 ENVIRONMENTAL AIR DUGT EXHAUST SHALL TERMINATE NOT LESS THAN 3 FEET FROM A PROPERTY LINE AND 3 FEET FROM OPENINGS INTO A BUILDING PER IMG 501.3.1 THE MIXING VALVE IN A SHOWER (INCLUDING OVER A TUB) SHALL BE PRESSURE BALANCING SET AT 120F. THE WATER HEATER THERMOSTAT GANNOT BE USED TO MEET THESE PROVISIONS PER UPG 408.3 AND 40ci.4 COMBUSTION AIR TO BE PROVIDED TO FURNAGE GLOSET VIA FRESH AIR FROM OUTSIDE. MEGH GONTRAGTOR TO FIELD VERIFY EXPANSION TANK, PRESSURE RELIEF VALVE, AND SHUT OFF VALVE TO BE INSTALLED FOR THE WATER HEATER PER UPG 608.5 BUILDING FRAMING CAVITIES SHALL NOT BE USED AS DUGTS OR PLENUMS. INSTALLATION OF DUGTS SHALL NOT DISPLACE REQUIRED ENVELOPE INSULATION PER WSEG R403.3.5 DUGTS WHIGH PENETRATE THE WALL OR FLOOR BETWEEN THE WALL OR FLOOR BETWEEN THE DWELLING AND GARAGE SHALL BE GONSTRUGTED OF A MINIMUM NO. 26 GAGE SHEET STEEL OR APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE PER IRG R302.5.2. LEGEND: O SMOKE DETECTOR IIOV INTERCONNECTED W/ BATTERY BACK-UP. PER IRG 514 OGARBON MONOXIDE DETECTOR PER I RG 515 STRUGTURAL NOTES: SEE "S" SHEETS FOR ALL STRUGTURAL NOTES AND DETAILS PROVIDED BY FELTEN GROUP SO'-O" O\/FRALL TUB/SHOWER FIBERGLASS o TUB d50 � `� < m � BEDROOM 21 ® VTI�� Q- r BETHREE M O TWO BATH a GARPET (3 GARPET H.S. 0 TOP OF WINDOWS (� _6 2X6 WALL AT UPPER FLOOR O TO BE AT -7'-C) 5068 UNLESS OTHERWISE I IOV B -P 4SS S.D. I IOV S.D. m NOTED LIN ------- Ci N � ,g (V � q) OQZ� � z668 _ 5068 20" x d) B 1-PA.SS Q Z DOWN O LAUD W INSIDE m 0 D1M 16 RISERS IIOV s. � DROOM = J 0 Q W TECH AREA oV s.D. POUR Q Z -n -I GARPET CARPET I ul m ��I K m N 0 m o < FAN T.P. BACKING D �✓'�" VTO - 24" AFF O TO 50 2X6 WAL (ITO or z z468 2'B"x36� I Ai�IG l I k"GEscSI I Y4,) VTO z468 0 11 `� IIOV S.D. PRIMARY N _ i OATH BEDROOM z H S GARPET <z o o LINE OF OUTSIDE — BELOW - O I I N (V A A-7 Uf=9=r=R �L.CCR FL.�N SEE GENERAL NOTES SCALE: 1/4" = I'-O" 125-71 iREG 1 STEiRED ARr-HITEGT MIGI-+ EL YNE JOHNSON STATE OF WA5HINGTON co 0- Q CL o � U C Ql U o <�- o -C_ m M co Z I`7 Loo� E Lo a) \q ?� 0,[.)< W 2 r n® V, W 2 0 2 m z 4 It 0 O z F 4 date: OI-IS-ZS permit: revisions: drawn by MWJ G%1PGiGPd �by: �EHEE =T N \-z W .. O ZWQ zQ Q �wzQ HA a<5 11I I� z0�n� \r Lu O 0 ()Q°v�Q011l Jnn-� II�� Jz�m�i�w�n !L 111 z N Lu CD W < Q VQ-va <ZwoQ WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. DUE TO POTENTIAL ALTERING DURING THE PRINTING PROCESS, DO NOT SCALE DRAWINGS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO PROCEEDING W 1 TH CONSTRUCTION. ANY ALTERATION, REVISION OR SITE CONDITION WARRANTING CHANGE TO THE PLANS MUST BE VERIFIED WITH MWJ HOMES AND THE PROJECT STRUCTURAL ENGINEER PRIOR TO CONSTRUCTION. ANY CONSTRUCTION TRADE WORKING ON THE PROJECT MUST HAVE KNOWLEDGE OF THE LOCAL AND NATIONAL CODES. MWJ HOMES IS NOT RESPONSIBLE FOR THE KNOWLEDGE OF TRADESPEOPLE THAT ARE NOT EMPLOYED BY MWJ HOMES. ANY ALTERATION TO THE PROJECT MADE WITHOUT PRIOR APPROVAL BY MWJ HOMES AND/OR THE PROJECT STRUCTURAL ENGINEER CAN/MAY/WILL RESULT IN PROJECT DELAYS AND THE CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR THE COST AND TIME REOU I RED TO RECTIFY DS DS DS ROOF FF;ZAMING NOTES GUT RAFTER TAILS TO MATCH 2x4 TRUSSES CONNECTORS SHALL BE ENGINEERED BY TRUSS MANUFACTURER ROOF PITCH SHALL BE 5: 12 TYPICAL UNLESS NOTED OTHERWISE ROOF OVERHANG SHALL BE 12" U.N.O. ROOF VENTING CALCULATION 1 1 1 S SOFT AREA = 5.-72 SOFT REOU I RED 500 (5.-72) X (509-6) = 1.86 SOFT MIN. REOU I RED AT EAVES TYP I CAL TRUSS BLOCK HAS (4) 2 Q� SCREENED HOLES PROVIDING 6.20 SO. IN. (.044 SOFT) PER BLOCK. ,4PPROXIMATEL'I' 0 VENTED BLOCKS= O SOFT PROVIDED PROVIDE 6 AF50 VENTS AT EAVE LINE = 2.04 SOFT PROVIDED (5.72) X (50%) = 1.00 SOFT MIN. REOU I RED WITHIN 5' OF THE RIDGE AF50 ROOF JACK VENTS= .54 SOFT EAr.H VENT PROVIDE 6 AF-50 VENTS= 2.04 SOFT PROVIDED TOTAL VENT AREA PROVIDED = 4.00 SO FT AF50 ROOF VENT LOWER AFSO AF50 AF50 ROOF VENTS ROOF TO BE 4'-0" VENT I_jROOF VENT FROM INSIDE OF EXTERIOR WALL 4" EXHAUST ROOF JACK ❑ AF50 ROOF VENT AF50 ROOF VENT 4" EXHAUST ROOF JACK El 4.' EXHAUST ROOF JACK AF50 ROOF ❑ VENT AF50 ROOF VENT AF50 ram. s 12 ROOF ❑ DS VENT 5:12 5:12 DS ❑ AF50 ROOF VENT 6" EXHAU ROOF JACK ❑ AF50 ROOF VENT 5.12 AF50 ROOF VENT 2'g"x3f7� AIXIC INS $ WS AF50 ROOF ❑ VENT DS DS ONE HOUR OVERHANG DETAIL DETAIL REOU I RED IF EAVES OVERHANG I NTO 5' BSBL R O O T= � � II L II SEE GENERAL NOTES SCALE: 1/4" = I'-O" 125-71 REGISTERED V-�� ARCH I TEGT MIGH EL YNE JOHNSON STATE OF WASHINGTON co Q a o U � M o 4-1 o O Lo (D °` ci < U) w 0 2 r n® V / W O 2 m z �n _V O W O L I date: 0I-15-25 permit: revisions: drawn by: MWJ checked by: (v } z .. 0 zIIUZ Q zQwLl �Qo Q)y4Ci OL z00�k5 U 1 < LU pQ �OOz U 1 �z�f0�i0w� dT))- z N wmw< �Zlu IK0Q NRITTEN DIMENSIONS ON THIS DRANING SHALL HAVE FREGEDENGE OVER SCALED DIMENSIONS. DUE TO POTENTIAL ALTERING DURING THE PRINTING PROGESS, DO NOT SGALE DRANINGS. GONTRAGTOR SHALL VERIFY ALL DIMENSIONS AND GOND I T I ONS PRIOR TO FROGEEDING WITH GONSTRUGTION. ANY ALTERATION, REVISION OR SITE CONDITION NARRANTING GHANGE TO THE FLANS MUST BE VERIFIED WITH MNJ HOMES AND THE PROJECT STRUCTURAL ENGINEER PRIOR TO GONSTRUGTION. ANY GONSTRUGTION TRADE WORKING ON THE FROJEGT MUST HAVE KNONLEDGE OF THE LOCAL AND NATIONAL GODES. MNJ HOMES IS NOT RESPONSIBLE FOR THE KNONLEDGE OF TRADESFEOFLE THAT ARE NOT EMFLOYED BY MNJ HOMES. ANY ALTERATION TO THE FROJEGT MADE NITHOUT FRIOR AFFROVAL BY MNJ HOMES AND/OR THE FROJEGT STRUCTURAL ENGINEER GAN/MAY/NI LL RESULT IN PROJECT DELAYS AND THE GONTRAGTOR SHALL AGGEFT FULL RESFONSIBILITY FOR THE GOST AND TIME REQUIRED TO REGTIFY A ROOF FRAMING NOTES GUT RAFTER TAILS TO MATCH 2x4 TRUSSES CONNECTORS SHALL BE ENGINEERED BY TRUSS MANUFACTURER ROOF FITCH SHALL BE 5: 12 TYFICAL UNLESS NOTED OTHERWISE ROOF OVERHANG SHALL BE 12" U.N.O. ROOF VENTING C,ALGULATION 1 1 15 SOFT AREA = 5.72 SOFT REOU I RED 500 (5.72) X (509-6) = 1 .,56 SOFT MIN. REOU I RFD AT EAVES TYFIGAL TRUSS BLOCK HAS (4) 2 QP SGREENED HOLES F=RO\/I D I NCB 6.28 SO. IN. (.044 SOFT) FER BLOCK. AFFROX I MATEL'1' 0 VENTED BLOGKS = O SOFT PRO\/ I DED PROVIDE C AF50 VENTS AT SAVE LINE = 2.04 SOFT FRO\/ I DED (5.-72) X (509-6) = 1.00 SOFT MIN. REOU I RED 1\11 TH I N 5' OF THE R I DC E= AF50 ROOF JACK VENTS= .54 SOFT EACH VENT FRO\/I DE 6 AF50 VENTS= 2.04 SOFT FROV I DED TOTAL VENT AREA FRO\/I DED = 4.0�5 SO FT �. AF50 V I ROOF I VENT LOWER AF50 ROOF VENTS TO BE 4'-0" FROM INSIDE OF EXTERIOR WALL AF50 ❑ ROOF VENT 4"EXHAUST ROOF JAr-K ❑ ❑ ROOF VENT 4"EXHAUST ROOF JACK ❑ DS ROOF I7S VENT ❑ 5:12 AF50 ROOF Q s:1a n/ lL VENT ❑ DS AF50 ROOF ❑ VENT 4"EXHAUST ROOF JAr-< ❑ AF50 ROOF VENT AF50 ROOF ❑ VENT 5:12 e V/ DS AF50 ROOF ❑ VENT AF50 ROOF VENT 5:12 I � ❑ AF50 ROOF VENT 2'2"x36" A IG �A6C�� I NS S NS 6"EXHAUST ROOF JAr-< ❑ ❑ AF50 ROOF VENT Q 5:12 5:12 AF50 ROOF ❑ VENT u DS DS DS 05 N1 I� ONE HOUR OVERHANG DETAIL DETAIL REOU I RED I F EAVES OVERHANG I NTO 5' BSBL A A-'1 ROOf-004 111511 SEE GENEP-AL NOTES 5C ALE: 1/4" = I'-O" ,� 12871 I\\I REGISTERED ARCH I TEGT MIGH L YNE JOHNSON STATE OF WA5HINGTON D co 0- Q a o U C Ql U o - o co M O Z I`7 L Lo a) \ W YL 0 2 Vrr nn® J W 2 0 m O z 4 a � Q i date: 0I-I5-25 permit: revisions: drawn by:MNJ G%1PGiGPd by: S H E_ E= T (� z w .. O <jz Q zzQ V 4�dj ° I� z_0��u�Q� O O p�o�000� n u 1 Q�0 !-� N ��Q�z wrQtw # Q C�Q0-vQ <zw°a WRITTEN DIMENSIONS ON THIS DRAWINGS SHALL HAVE PREGEDENGE OVER SCALED DIMENSIONS. DUE TO POTENTIAL ALTERING DURING THE PRINTING PROCESS, DO NOT SCALE DRAWINGS. GONTRAGTOR SHALL VERIFY ALL DIMENSIONS AND GOND I T I ONS PRIOR TO PROCEEDING W 1 TH GONSTRUGTION. ANY ALTERATION, REVISION OR SITE GONDITION WARRANTING CHANGE TO THE PLANS MUST BE VERIFIED WITH MWJ HOMES AND THE PROJECT STRUGTURAL ENGINEER PRIOR TO GONSTRUGTION. ANY GONSTRUGTION TRADE WORKING ON THE PROJECT MUST HAVE KNOWLEDGE OF THE LOCAL AND NATIONAL GODES. MWJ HOMES IS NOT RESPONSIBLE FOR THE KNOWLEDGE OF TRADESPEOPLE THAT ARE NOT EMPLOYED BY MWJ HOMES. ANY ALTERATION TO THE PROJECT MADE WITHOUT PRIOR APPROVAL BY MWJ HOMES AND/OR THE PROJECT STRUGTURAL ENGINEER GAN/MAY/WILL RESULT IN PROJECT DELAYS AND THE GONTRAGTOR SHALL AGGEPT FULL RESPONS I B 1 L I TY FOR THE GOST AND TIME REOUIRED TO REGTIF'I' Sr=GT 1 ON. A -A SEE GENER-AL NOTES SG?.LI=-: 1/4" = 1'-0" INSULATION VALUES: IOR 1�4ALLS AND WARM WALLS /\IEEN HOUSE AND G-AR G E) ZS (AF_30\/E GRAWLSFAGE, .D OTI--fEF;:-:' NON -HEATED IG P.L. %IN .4 1.25-71 REGISTERED AP-r-H I TEGT MIGH L W YNE JOHNSON STATE OF WASHINGTON co 0- Q CL o � U C U o :�- o -C_ m M co Z I`7 Loo� E Lo a) \q ?� W YL 0 2 i Vrr nn® J W 2 O 2 m z d1 0 z F 0 L 0- date : OI -15-ZS permit: revisions: drawn by MWJ checked by: SHEE-E�T N �z w ,QWQQ w .D_<m 0 z 11oll nn II�� z�ro�i�w�n !L U) Q@�_qQ_jz N wmw, o< # Q <Q��< �z51°Q SOLID BLOC -<I NG ® PROPERTY LINE IF GABLE END, CONTINUE EXTERIOR 5/b" TYPE "X" GWB SHEATHING TO UNDERSIDE 24" GARDBOARD BAFFLE ROOFING MATERIAL OF ROOF ALLOW FOR I" AIR SPACE FIN15H PER ELEVATION MIN. EXTEND 12" ABOVE INSULATION. 2X6 STUD WALL I6" O.G. Z 7/I6" OSB SHEATHING W/ HARDIE SIDING INSTALL PER INSTALL 5/b" TYPE "X" GWB ON INSIDE OF RIM -TIGHT TO UNDERSIDE OF MFG. SPECS FLOOR SHEATHING AT TOP PLATE -_ N APPLIED PARALLEL OR AT RIGHT ANGLES TO STUDS WITH bd COATED NAILS, 1-7/b" LONG, 0.0GI5 SHANK, 1/4" HEADS, 7" O.G. (LOAD BEARING) METAL FASCIA TOP PL. GUTTER APPROVED TRUSSES BEARING EXTERIOR SIDE. ONE LAYER 45" WIDE 5/5" TYPE X GYPSUM SHEATHING APPLIED PARALLEL TO 2X4 STUDS SOLID BLOCKING MANUFACTURER'S SEAL. 24" O.G. WITH I-3/4" GALVANIZED ROOFING NAILS AT WALL TO FLOOR 4" O.G. AT VERTICAL JOINTS AND 7" O.G. AT SEE ROOF FRAMING PLAN BOTTOM PLATES. -JOINT SO FIRE RESISTANE INTERMEDIATE STUDS AND TOP AND BJC JOINTS OF GYPSUM SHEATHING MAY BE LEFT RATING ISNT REDUGED UNTREATED. EXTERIOR GLADDINS TO SE ATTACHED THROUGH FOR SPACING VENTED BIRD BLOGKINO SHEATHINS TO THE STUDS WHERE OVERHANG IS NOT INTERIOR SIDE: ONE LAYER AC- TYPE XGWB, R WATERESISTANT GYPSUM BAGIGING BOARD OR GYPSUM VENEER WITHIN 5' BSBL AREAS /2'� GWB AT CEILINGS APPLIED PARALLEL OR AT RIGHT ANGLES TO STUDS WITH bd COATED NAILS, 1-7/H" LONG, O.0915 SHANK, 1/4" HEADS, 7" O.G. SOLID BLOCKING IF (LOAD BEARING) OVERHANG 15 R-25 AT EXTERIOR WALLS WITHIN 5' BSBL AREAS AND RESIDENGE/OARA6E WALLS L I Y I I O AREA 2X6 STUDS INSTALL 5/5" TYPE "X" GWB ON INSIDE OF RIM APPLIED PARALLEL OR AT RIGHT ANGLES TO STUDS WITH bd COATED NAILS, 1-7/b" LONG, O.O-U5 SHANK, 1/4" HEADS, 7" O.G. (LOAD BEARING) OSB SHEATHING NAIL PER "S" SHEET5--, SIDING PER ELEVATION I/2" C7WB AT WALLS TYPE 15 FELT OR WATERPROOF BUILDING PAPER O O a ONE HOUR EXTERIOR AALL Or=TA I L 4 TYP I GAL WALL/ROOr- =SETA I L D— I SG?.LE: N.T.S. D— (I F S I TE REOU I RES) SCALE: N.T.S. 103/4" EAVE PROTECTION PER IRC RE302.I I F EAVES ARE WITHIN S' OF THE VROPERTY HANDRAIL: LINE, THEN A ONE HOUR FIRE RES I STANGE 4 NOSING REQUIRED GRIP I%4" — 2" m RAT I NCB IS REQUIRED IF THERE t' (NOT LESS THAN 3/4" PROJECTION FROM ARE B 1 RD BLOCK I NC, VENTS OR CABLE END 4 NOT MORE THAN I—I/4") WALL NO LESS VENTS. IF THERE IS SOLID BLOCK I NC ,AND PER R311.1.5.5 THAN 1%2".NO VENTS, THEN THE FIRE RES 1 STANCE RAT I NC C,AN BE REDUCED TO ZERO HOURS. OPEN RAIL: OPEN SPAGE BETWEEN PIGKETS SHALL BE _ LESS THAN 4" GLEAR c0 AF 50 ROOF VENT LOCATIONS FER FLAN STAIR NOTES: i � i � � y / � RISER HEIGHT = 7-5/4" MAX. _ V HANGER Q TREAD DEPTH = 10" MIN. m % SOLID E3IRD IY / AT WALLS 5' 2X4 STOP 3-2x12 Q OR LESS FRO1N1 STRINGERS THE PROF. LINE 2-2X HEADER W TRUSSES PER PLAN FLOOR JOIST 2X4 BLOGKIN6 (FIRESTOP) FIREBLOGK STAIRS: ONGE IN TOP $ BOTTOM FIREBLOGKS - OF RUN BETWEEN STRINGERS �6 & ALONG RUN BETWEEN STUDS U5ABLE SPAGE UNDER STAIRS TO BE I HR FIRE CONSTRUCTION 2x6 TYPE W G.W.B. (TWO LAYERS OR EXTE5/8" AT STAIR GEILIN(5) TRIANGULAR OPENINGS ALL WALL GREATED BY THE STAIR TREADS, RISERS, AND GUARDS AT THE OPEN SIDE OF THE STAIR SHALL NOT ALLOW PASSAGE OF A SPHERE OF 6" IN DIAMETER T`rF I GAL STAIR OETA I L ONE HOUR RAT=i Roor- OVERHANG Dr:7A I L D- I SG?.LE: N.T.S. D- (I F SITE i�,"EOU I RES) 5C ALE: N.T.S. 125-71 REG I5TERED ARCHITECT MIGH EL YNE JOHNSON STATE OF WA5HINGTON v Lu 0 z<z<DJO j)T--1 � 0 V ! W O VJ W 2 O I r� U' i1 A V �--1 V DATE: 10-06-24 REVISIONS: ORANN BY: MWJ GHEGKED SY: MWJ I �z w Q z<wzzo W() �1<b V-z� zo< < 70 ,OIL 'b��t� z00 0 1 QF �UWUVW< Ifl 0 VVTz0�n gQ7W00z0 �z�lA�iOw�n <QLWOQ WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. DUE TO POTENTIAL ALTERING DURING THE PRINTING PROCESS, DO NOT SCALE DRAWINGS. GONTRAGTOR SHALL VERIFY ALL DIMENSIONS AND GOND I TI ONS PRIOR TO PROGEEOING WITH GONSTRUGTION. ANY ALTERATION, REVISION OR SITE CONDITION WARRANTING GHANGE TO THE PLANS MUST BE VERIFIED WITH MWJ HOMES AND THE PROJECT STRUCTURAL ENGINEER PRIOR TO GONSTRUGTION. ANY GONSTRUGTION TRADE WORKING ON THE PROJECT MUST HAVE KNOWLEDGE OF THE LOCAL AND NATIONAL GODES. MWJ HOMES IS NOT RESPONSIBLE FOR THE KNOWLEDGE OF TRADESPEOPLE THAT ARE NOT EMPLOYED BY MWJ HOMES. ANY ALTERATION TO THE PROJECT MADE WITHOUT PRIOR APPROVAL BY MWJ HOMES AND/OR THE PROJECT STRUCTURAL ENGINEER GAN/MAY/WILL RESULT IN PROJECT DELAYS AND THE GONTRAGTOR SHALL AGGEPT FULL RESPONSIBILITY FOR THE COST AND TIME REOU I RED TO REGTI FY PER 2021 WASH I NC�TON STATE ENERC�'I' CODE SECTION R404.5 LIC7HTINC� CONTROLS" WHERE THE TOTAL FERMANENTL'I' INSTALLED L I C�HTI NC, POWER 15 C-REATER THAN SO WATTS, THE L I GHTI NCE, FIXTURE SHALL BE CONTROLLED BY A MANUAL ON ,AND OFF SW I TGH WH I CH PERMITS ,AUTOMAT1 C SHUT OFF ,ACTIONS, SHALL BE AUTOMATICALLY SHUT OFF WHEN D.4YL 1 C�HT 1 S PRESENT ,AND SAT I Si= I ES L I C�HT I NCB NEEDS AND CONTROLS THAT OVERRIDE AUTOMATIC SHUT OFF ACT I ONS SHALL NOT BE ALLOWED UNLESS THE OVERRIDE AUTOMATICALL'I' RETURNS AUTOMATIC CONTROL TO ITS NORMAL OPERATION WITHIN 24 HOURS FER 2021 •MASH I NC�TON STATE ENERC7Y GODS SECTION 404.2''INTERIOR L_ I C�HTI NCB GONTROL-S I', FEf:z,:)NAMENTL-'i- NSTAL-L-ED INTERIOR L- I C�HT I NCB F I XTUF-R-ES SHALL_ BE C ONTFR OL-L-ED N I TH EITHER A DIMMER, AN OGGUf=)ANT SENSOR CONTROL_ OR OTHER CONTROL_ THAT IS I NSTAL-ED OR F-31JI L-T INTO THE FIXTURE EXGEF'TI ON: L_ I C�HTI NCB GONTROL_S ARE NOT REOU I RED IN BATHROOMS, HAL_L_l NA-i-S OR L_ I C)HT I NC2 DES I CANED FOR SAFETY OR SEGURI TY 1� Aw, I N r-LOOik r=Lr=GTR I GAL f=Ls�N SEE GENERAL NOTES SCALE: 1/4" = 1'-0" R335 ELECTRIC VEHICLE PROVIDE ONE EV READY PARKING STALL- LOGATE AN OUTLET WITH A MINIMUM 40 AMPERE DEDIGATEL7 208/240 BRANGH GIRGUIT WITHIN THE GARAGE FOR EV PLUG IN/CHARGER PLUG IN L)=f=r=R rLOOFk IGAL f=L�N SEE GENERAL NOTES ELEC,7RIGAL LEGF—NTD: LOW VOLTAGE LIGHTS ELEGTRIGAL- NOTES: Q 110 VOLT SMOKE DETECTOR O HEAT LAMP INTERCONNECTED I. INSTALLATION OF BOTH COAX AND GAT5 SHALL 110 VOLT WALL CONVENIENCE OUTLET PROVIDE ALL OUTLETS TO BE RUN AS HOME � UNDERWATER L I GHT o GA GABLE OUTLET RUNS WITH ALL WIRES TERM I NATI NCB AT A S I NC�LE $ O VOLT WALL GONVE I N I ENGE OUTLET JUNGTI ON LOCATION IN EITHER THE HOUSE/UNIT OR G.F.I. W 1 TH GROUND FAULT I NNTERUPTOR C-7ARAC�E ❑ RECESSED LIGHT FIXTURE COMPUTER G I RGU I T 2. PHONE/TV-GAT 5-ROUGH IN ONLY, GABLE ZZO VOLT WALL CONVENIENCE OUTLET COMPANY PROV I DES TRIM O TELEPHONE, �$ T.V. GABLE 5. RANGE TO BE W I RED FOR 220v =Qr- 110 VOLT WEATHERPROOF OUTLET W 1 TH GAP D I REGTI OVAL RECESSED 4. FAN SIZES: N .F. L I GHT FIXTURE ® TELEPHONE OUTLET POWDER ROOM-50 GFM WITH TIMER (COOPER PTI 8M) O VOLT SPLIT WIRED GONVEN ENGE OUTLET C SURFACE MOUNTED STRIP FIXTURE BATHROOMS-50 GFM FAN W 1 TH TIMER — — — FAN ®vTo G.F.M. FAN (COOPER PT 18M) (VENT TO OUTSIDE) UTILITY ROOM- PER WHOLE HOUSE FAN S 1 Z I NCB ® I O OR ZZO VOLT SPECIAL PURPOSE OUTLET FLUORESCENT 5. PROVIDE 200 AMP G I RGU I T BREAKER PANEL GE I L I NG MOUNTED LIGHT FIXTURE L I GHT ® GH I MES DOORBELL O PU(:::,iG LIGHT SINGLE POLE SWITCH WALL MOUNTED L I GHT FIXTURE (OR SCONCE) DIM. SINGLE POLE SW 1 TGH n �II THERMOSTAT WITH DIMMER DEV I GE FLOOD L I GHT 0 L I GHT BAR F I XTURE 3 THREE WAY SW 1 TGH � GAS OUTLET Q. FOUR WAY SW I TGH CEILING FAN S STAGiG SW I TGH SCALE: 1/4" = I'-O" �71 REGISTERED ARCHITECT MIGH EL YNE JOHNSON STATE OF WASHINGTON co U Q a o � U (D Q7 4-1 m Go z r� °; E Ln m cn �7 W YL 0 2 W 2 0 2 m z O 0 L I date: 01-15-2s permit: revisions: drawn by MWJ G%1PGiGPd �by: SH��T N �z w 0 zwQQ Q z<wzQ O z W<� -z� -OFUJ�I� O tw XVzo � of tD-zoo -AK7 7LUO�V- Lu 13<K # Q <()a- zwoQ NRITTEN DIMENSIONS ON THIS DRANING SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. DUE TO POTENTIAL ALTERING DURING THE PRINTING PROCESS, DO NOT SCALE DRANI NGS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY ALTERATION, REVISION OR SITE CONDITION WARRANTING CHANGE TO THE PLANS MUST BE VERIFIED NI TH MWJ HOMES AND THE PROJECT STRUCTURAL ENG 1 NEER PRIOR TO CONSTRUCTION. ANY CONSTRUCTION TRADE WORKING ON THE PROJECT MUST HAVE KNOWLEDGE OF THE LOCAL AND NATIONAL CODES. MNJ HOMES IS NOT RESPONSIBLE FOR THE KNOWLEDGE OF TRADESPEOPLE THAT ARE NOT EMPLOYED BY MWJ HOMES. ANY ALTERATION TO THE PROJECT MADE WITHOUT PRIOR APPROVAL BY MWJ HOMES AND/OR THE PROJECT STRUCTURAL ENGINEER CAN/MAY/NI LL RESULT IN PROJEGT DELAYS AND THE GONTRAGTOR SHALL AGGEPT FULL RESPON51 B 1 L I TY FOR THE COST AND TIME REOU I RED TO RECTIFY �`AIN T�-L.00f;pl-- #-I\/ANG f=1-�N SEE CGENERAL NOTES 5C,ALE: 1/4" = I'-O" lJ f=fi= f;k �= L.O O i;k SEE GENERAL NOTES SCALE: 1/4" = 1'-0" 12871 V-REGISTERED ARCHITECT MIGH EL W YNE 'OHNSON STATE OF WA5HINGTON co 0- Q CL o U C Ql U o :�- o -C_ m M co Z I`7 Loo� E Lo a) \q ?� W YL 0 2 i ® rr nn VJ W 2 0 s m z d1 0 z F 0 date: OI-IE3-25 permit: revisions: drawn by: MWJ checked by: �z w O <Luz Q zdwQ Lu � m O vD w< ZO �� IXFI(1wJ zOm(-'o,QI- W ILI n d�O��p O O wooz�n -10 7 (� z N wmw(iOQ Q <Q0-lYQ < :) ci 0 FE L T E N G R O U P , I N C . H E R E B Y E X P R E S S L Y RE S E R V E S T H E I R C O M M O N L A W C O P Y R I G H T A N D OT H E R P R O P E R T Y R I G H T S I N T H E S E C O N S T R U C T I O N DO C U M E N T S . T H E S E C O N S T R U C T I O N D O C U M E N T S AR E A N I N S T R U M E N T O F S E R V I C E F O R F E L T E N GR O U P , I N C . A N D S H A L L N O T B E C H A N G E D , CO P I E D , O R R E P R O D U C E D I N A N Y F O R M O R MA N N E R , N O R A R E T H E Y T O B E A S S I G N E D T O A N Y TH I R D P A R T Y W I T H O U T F I R S T O B T A I N I N G T H E EX P R E S S W R I T T E N P E R M I S S I O N A N D C O N S E N T O F FE L T E N G R O U P , I N C . CO N T R A C T O R S S H A L L V E R I F Y A N D B E RE S P O N S I B L E F O R A L L D I M E N S I O N S A N D CO N D I T I O N S O N T H E J O B A N D S H A L L N O T I F Y FE L T E N G R O U P , I N C . O F A N Y V A R I A T I O N S F R O M TH E D I M E N S I O N S A N D C O N D I T I O N S S H O W N B Y TH E S E C O N S T R U C T I O N D O C U M E N T S . © C O P Y R I G H T 2 0 1 6 F E L T E N G R O U P , I N C . DATE: DATE:DRAWN BY: CHECKED BY: JOB NUMBER: SERIES SUBDIVISION PLAN NUMBER SHEET NUMBER TI T L E : la r i s s a . a n a y a F e b 0 7 , 2 0 2 5 - 1 0 : 5 0 a m \ \ v m w a s h i n g t o n \ w a s h i n g t o n \ L G I H o m e s \ S e a t t l e \ S h e l m M e a d o w s \ 3 0 W i d e S e r i e s \ P l a n 1 8 4 3 \ A c t i v e F o l d e r \ 1 8 4 3 - 0 1 - G S N . d w g 11 4 1 0 N E 1 2 4 T H S T . SU I T E 1 0 3 KI R K L A N D 20 6 - 4 4 5 - 5 3 2 6 L. ANAYA 02/14/2025 L. ANAYA 02/14/2025 HAWTHORN SHELM MEADOWS 1843 WA 9 8 0 3 4 EXPIRES: 04/28/2025 J 54005 A C O B E.MOR G A N STAT E O F WASHI N G T O N P R O F ESSIONA L E N G I N E E RR EGISTE R E D 02/07/2025 GE N E R A L S T R U C T U R A L N O T E S GSN INTERNATIONAL BUILDING, RESIDENTIAL AND WASHINGTON CODES (IBC/IRC) ROOF DEAD LOAD = ROOF LIVE LOAD = FLOOR DEAD LOAD = FLOOR LIVE LOAD = LESS THAN 4:12 SLOPE 4:12 SLOPE AND GREATER WIND SPEED = DECK LIVE LOAD = EXPOSURE AT M.W.F.R.S = SEISMIC DESIGN CATEGORY =D2 SHINGLE/MEMBRANE SITE CLASS = GROUND SNOW LOAD; Pg = LATERAL EARTH PRESSURE; EFP = EXPOSURE AT C & C = INT. WALL DEAD LOAD = EXT. WALL DEAD LOAD = (WITHOUT STORAGE) ATTIC LIVE LOAD = 10 psf. NON - CONCURRENT DESIGN LOADS IBC IRC RISK CATEGORY 2021 1.ALL WORK SHALL COMPLY WITH THE GENERAL NOTES, DRAWINGS, APPLICABLE BUILDING CODES AND ALL LOCAL ORDINANCES, LAWS, REGULATIONS, AND PROTECTIVE COVENANTS GOVERNING THE SITE OF WORK. 2.IN CASE OF CONFLICT, THE MORE STRINGENT REQUIREMENTS SHALL GOVERN. 3.TYPICAL DETAILS SHALL APPLY UNLESS SHOWN OTHERWISE IN THE DRAWINGS. 4.NO STRUCTURAL MEMBERS SHALL BE CUT, NOTCHED OR OTHERWISE PENETRATED UNLESS SPECIFICALLY APPROVED BY FELTEN GROUP IN ADVANCE OR AS SHOWN ON THESE DRAWINGS. 5.THE STANDARD OF CARE FOR ALL PROFESSIONAL ENGINEERING, AND RELATED SERVICES PERFORMED OR FURNISHED BY FELTEN GROUP, WILL BE THE CARE AND SKILL ORDINARILY USED BY MEMBERS OF THE SUBJECT PROFESSION PRACTICING UNDER SIMILAR CIRCUMSTANCES AT THE SAME TIME AND IN THE SAME LOCALITY, UNLESS NOTED OTHERWISE IN MASTER CONSULTANT AGREEMENT. FELTEN GROUP MAKES NO WARRANTIES, EXPRESS OR IMPLIED, OR OTHERWISE, IN CONNECTION WITH FELTEN GROUP'S SERVICES. FELTEN GROUP AND ITS CONSULTANTS MAY USE OR RELY UPON THE DESIGN SERVICES OF OTHERS, INCLUDING, BUT NOT LIMITED TO, ENGINEERS, ARCHITECTS, DESIGNERS, CONTRACTORS, MANUFACTURERS, AND SUPPLIERS. 6.THE CONTRACTOR, NOT FELTEN GROUP, IS RESPONSIBLE FOR THE CONSTRUCTION OF THE PROJECT, AND FELTEN GROUP IS NOT RESPONSIBLE FOR THE ACTS OR OMISSIONS OF ANY CONTRACTOR, SUBCONTRACTOR OR MATERIAL SUPPLIER: FOR SAFETY PRECAUTIONS, PROGRAMS OR ENFORCEMENT; OR FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES EMPLOYED BY THE CONTRACTOR. FELTEN GROUP SHALL NOT AT ANY TIME SUPERVISE, DIRECT, OR HAVE CONTROL OVER ANY CONTRACTORS WORK. 7.FELTEN GROUP NEITHER GUARANTEES THE PERFORMANCE OF ANY CONTRACTOR NOR ASSUMES RESPONSIBILITY FOR ANY CONTRACTOR'S FAILURE TO FURNISH AND PERFORM ITS WORK IN ACCORDANCE WITH THE CONTRACT BETWEEN CLIENT AND SUCH CONTRACTOR. 8. FELTEN GROUP WILL NEITHER HAVE CONTROL OVER NOR BE NEITHER RESPONSIBLE NOR LIABLE IN ANY WAY FOR SAFETY PROCEDURES, SAFETY TRAINING AND PROGRAMS OR OTHER SAFETY RELATED ASPECTS OF THE WORK OF THE PROJECT SINCE THESE ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 9.ALL DESIGN DOCUMENTS PREPARED OR FURNISHED BY FELTEN GROUP ARE INSTRUMENTS OF SERVICE, AND FELTEN GROUP RETAINS OWNERSHIP AND PROPERTY INTEREST (INCLUDING THE COPYRIGHT) IN SUCH DOCUMENTS, WHETHER OR NOT THE PROJECT IS COMPLETED. CLIENT SHALL NOT REUSE THE DOCUMENTS WITHOUT WRITTEN PERMISSION FROM FELTEN GROUP. 10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS AND CONDITIONS WITH THE DRAWINGS PRIOR TO START OF CONSTRUCTION. THE SUBCONTRACTOR SHALL INFORM FELTEN GROUP OF ANY DISCREPANCIES OR OMISSIONS NOTED ON THE DRAWINGS. ANY SUCH DISCREPANCIES, OMISSIONS, OR VARIATION NOT REPORTED SHALL BE THE RESPONSIBILITY OF THE SUBCONTRACTOR. 11.NOTED DIMENSIONS TAKE PRECEDENT OVER SCALED. 12.THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURE. 13.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE BUILDING DURING CONSTRUCTION AND SHALL PROVIDE ADEQUATE SHORING AND BRACING DURING CONSTRUCTION. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE SAFETY REGULATIONS. 14.THE CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES AND SHALL CHECK ALL DIMENSIONS. ANY DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF FELTEN GROUP AND SHALL BE RESOLVED BEFORE PROCEEDING WITH THE WORK AFFECTED. 15.ALL PRODUCT SUBSTITUTIONS SHALL BE SUBMITTED TO FELTEN GROUP FOR REVIEW PRIOR TO CONSTRUCTION. CONTRACTOR TO SUBMIT DOCUMENTATION TO DEMONSTRATE THAT THE PROPOSED SUBSTITUTION IS EQUAL TO THE SPECIFIED PRODUCT. PRODUCT SUBSTITUTIONS MAY BE USED PROVIDED THEY ARE APPROVED BY FELTEN GROUP IN WRITING. 16.SPECIAL INSPECTIONS SHALL BE PROVIDED AS REQUIRED BY THE IBC AND LOCAL BUILDING OFFICIAL. 17.BUILDING MATERIALS SHALL BE PLACED ON FLOORS AND ROOFS SO AS NOT TO EXCEED THE DESIGN LOADS. 18.MANUFACTURER'S INSTALLATION INSTRUCTIONS SHALL BE AVAILABLE ON SITE FOR ALL PRODUCTS SPECIFIED ON PLANS. 19.WHERE PIPE BOLLARD IS SPECIFIED ON ARCHITECTURAL PLANS, USE MIN. 2" DIA. SCHEDULE 40 PIPE FILLED WITH CONCRETE WITH MIN. 36" HEIGHT ABOVE SLAB. ATTACH TO SLAB ON 6"x8"x1/4" PLATE WITH (3) 1/2" x 2 3/4" STUD ANCHOR. 1.ALL MATERIALS, PROCEDURES, PLACEMENT, FORMWORK, LAPS, ETC. TO CONFORM TO THE LATEST ACI STANDARDS. 2.SHALL MEET ALL THE REQUIREMENTS OF ACI 301, TYPE II CEMENT U.N.O. MINIMUM STRENGTHS AT 28 DAYS - SEE FOUNDATION PLAN. LEAN MIX, SLURRY (1) SACK - 150 PSI 3.MAXIMUM SIZE OF AGGREGATE SHALL BE 1 INCH. AGGREGATE PER ASTM C57 OR C33. 4.MAXIMUM SLUMP TO BE 8 INCHES. 5.CALCIUM CHLORIDE OR ADMIXTURES CONTAINING CALCIUM CHLORIDE SHALL MEET ALL REQUIREMENTS OF ACI 318, ASTM D98 AND ASTM C494. 6.CONCRETE THAT IS IN DIRECT CONTACT WITH NATIVE SOILS CONTAINING WATER-SOLUBLE SULFATES SHALL CONFORM TO THE FOLLOWING: FOR SULFATE CONCENTRATIONS GREATER THAN OR EQUAL TO 0.1% BUT LESS THAN 0.2% BY WEIGHT CONCRETE SHALL BE MADE WITH ASTM C 150 TYPE II CEMENT, OR AN ASTM C 595 OR C 1157 HYDRAULIC CEMENT MEETING MODERATE SULFATE-RESISTANT HYDRAULIC CEMENT (MS) DESIGNATION. FOR SULFATE CONCENTRATIONS EQUAL TO OR GREATER THAN 0.2% BY WEIGHT, CONCRETE SHALL BE MADE WITH ASTM C 150 TYPE V CEMENT OR AN ASTM C 595 OR C 1157 HYDRAULIC CEMENT MEETING HIGH SULFATE-RESISTANT HYDRAULIC CEMENT (HS) DESIGNATION AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3500 PSI AT 28 DAYS. 7.CONCRETE THAT IS EXPOSED TO FREEZING TEMPERATURES OR SUBJECT TO SEVERE WEATHERING AS DEFINED BY ACI SHALL HAVE 6% ± 1% AIR ENTRAINMENT. 8.FLYASH MAY BE USED PROVIDED IT MEETS ASTM C618 TYPE F AND DOES NOT EXCEED 20% OF THE WEIGHT OF TOTAL CEMENTITIOUS MATERIAL FOR CONCRETE STRENGTH UP TO AND INCLUDING 3000 PSI, AND 25% OF THE WEIGHT OF TOTAL CEMENTITIOUS MATERIAL FOR CONCRETE STRENGTH UP TO 4000 PSI. 9.MECHANICALLY VIBRATE ALL CONCRETE WHEN PLACED, EXCEPT THAT SLABS ON GRADE NEED ONLY BE VIBRATED AROUND PENETRATIONS, EDGES, AND HOLDOWNS. 10.FOUNDATIONS SUPPORTING WOOD SHALL EXTEND TO AT LEAST 6 INCHES ABOVE ADJACENT FINISH GRADE. 11.PROTECT CONCRETE FROM DAMAGE OR REDUCED STRENGTH FROM COLD OR HOT WEATHER IN COMPLIANCE WITH ACI 305 AND ACI 306. 12.THE CONTRACTOR SHALL PROVIDE PROPER CURING TO MINIMIZE SHRINKAGE CRACKING AND ENSURE PROPER STRENGTH GAIN. 13.THE CONTRACTOR SHALL SELECT THE LOCATIONS AND PROVIDE CRACK CONTROL JOINTS IN CONVENTIONAL SLABS TO MINIMIZE RANDOM SHRINKAGE CRACKING UNLESS THE JOINT LAYOUT IS SHOWN IN THE DRAWINGS. JOINTS SHALL BE A MINIMUM DEPTH OF 1/4 OF THE SLAB THICKNESS FOR CONVENTIONAL SLABS. 14.EVALUATION AND ACCEPTANCE OF CONCRETE SHALL BE BASED ON CYLINDER STRENGTH TESTS AS OUTLINED IN THE APPLICABLE CODE. 15.DO NOT BACKFILL UNTIL CONCRETE HAS REACHED 75% OF SPECIFIED DESIGN STRENGTH. 16.WHERE PLAIN CONCRETE PEDESTALS, E.G. SONOTUBES, ARE USED TO EXTEND THE HEIGHT OF A CONCRETE FOOTING, THE HEIGHT OF THE PEDESTAL SHALL NOT EXCEED 3x THE WIDTH OF THE PEDESTAL. IF HEIGHT EXCEEDS 3x: 12" PEDESTAL - MAX. 6' HEIGHT - (4) #5 FULL HEIGHT VERTICAL BARS W/ #4 TIES AT 12" O.C. OR 18" PEDESTAL - MAX. 12' HEIGHT- (9) #5 FULL HEIGHT VERTICAL BARS W/ #4 TIES AT 18" O.C. ATTACH TO FTG W/ #4 x 24" REBAR W/ 6" EMBED W/ SET-3G EPOXY 1.ALL HOLDOWNS TO BE SIMPSON STRONG-TIE PRODUCTS OR APPROVED SUBSTITUTE UNLESS NOTED OTHERWISE INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 2.ALL HOLDOWNS SHALL BE SECURELY TIED TO REINFORCING BEFORE PLACING CONCRETE. 3.BENDING STHD STRAPS MAY CAUSE SPALLING. 4.FOR LSTHD HOLDOWNS, IF SPALLING IS 1 INCH OR LESS, MEASURED FROM EMBEDMENT LINE TO THE BOTTOM OF THE SPALL, NO STRUCTURAL REPAIR IS REQUIRED. FOR STHD HOLDOWNS, IF SPALLING IS 4 INCH OR LESS, MEASURED FROM EMBEDMENT LINE TO THE BOTTOM OF THE SPALL, NO STRUCTURAL REPAIR IS REQUIRED. 5.HOLDOWN STRAPS ARE TYPICALLY NAILED TO 2 FULL HEIGHT STUDS, HOWEVER HOLDOWN STRAPS MAY BE NAILED TO 1 KING STUD AND 1 TRIMMER STUD AT WINDOW AND DOOR OPENINGS. PROVIDED TRIMMER STUD IS NAILED TO KING STUD WITH A MINIMUM OF (20) 0.131" x 3" NAILS. 6.HOLDOWN LOCATIONS SHOWN ARE TO CENTERLINE OF HOLDOWN AND ARE BASED ON WINDOW AND SLIDING GLASS DOOR ROUGH OPENINGS 1/2" OVER CALLOUT, AND SWINGING DOOR ROUGH OPENINGS 2 1/2" OVER CALLOUT. IF DIFFERENT ROUGH OPENINGS ARE REQUIRED, CONTRACTOR SHALL BE SOLELY RESPONSIBLE TO ADJUST HOLDOWN LOCATIONS. 7.MINIMUM END DISTANCE FOR ANY STHD HOLDOWN SHALL BE 1 1/2". 8.NOTIFY FELTEN GROUP FOR MISPLACED OR MISSED HOLDOWN. 1.EPOXY TO BE SIMPSON SET 3G EPOXY ESR-4057 OR HILTI "HIT-RE 500 V3" ESR-3814 UNLESS NOTED OTHERWISE. 2.INSTALL PER MANUFACTURER'S RECOMMENDATIONS. PROVIDE SPECIAL INSPECTION. 1.ALL METAL HARDWARE AND SDS SCREWS TO BE SIMPSON STRONG-TIE PRODUCTS OR APPROVED SUBSTITUTE, UNO USP PRODUCTS MAY BE USED AS ALTERNATES FOR SOME CONNECTORS PER CONNECTOR CONVERSION CHART. SEE DETAIL 612. 2.ALL HANGERS, STRAPS, HOLDOWNS AND OTHER METAL CONNECTORS SHALL BE INSTALLED WITH THE MANUFACTURER'S MAXIMUM SIZE AND QUANTITY OF RECOMMENDED FASTENERS, U.N.O. 3. WHERE HUS/LUS HANGERS ARE CONNECTED TO A SINGLE 2x MEMBER, USE 0.148" x 1 1/2" NAILS. 1.ALL WALLS TO BE FRAMED ACCORDING TO FRAMING SCHEDULE - UNLESS NOTED OTHERWISE ON FRAMING PLANS. 2.ALL EXTERIOR, BEARING AND SHEAR WALLS SHALL HAVE DOUBLE TOP PLATES. NAILED TOGETHER WITH (2) 0.131" x 3" NAILS AT 24" 0.C. 3.END JOINTS IN TOP PLATES OF EXTERIOR, BEARING AND SHEAR WALLS SHALL BE OFFSET AT LEAST 24". FASTEN WITH (12) 0.131" x 3" NAILS EACH SIDE OF SPLICE. UNLESS NOTED OTHERWISE. NO STUDS SHALL BE REQUIRED AT END JOINT LOCATIONS. 4.WHERE DOUBLE TOP PLATES OF BEARING AND/OR EXTERIOR WALLS ARE NOTCHED MORE THAN 25 PERCENT, ADD A 16 GAGE BY 1 1/2 INCH WIDE STRAP TO NOTCH SIDE OF EACH PLATE. FASTEN WITH NOT LESS THAN (8) 0.162" x 3 1/2" NAILS OR (12) 0.131" x 3" NAILS AT EACH END OF EACH STRAP. WHERE TOP PLATES ARE NOTCHED MORE THAN 50 PERCENT, ADD A 16 GAGE BY 1 1/2 INCH WIDE STRAP TO BOTH SIDES OF EACH PLATE. FASTEN WITH NOT LESS THAN (8) 0.162" x 3 1/2" OR (12) 0.131" x 3" NAILS AT EACH END OF EACH STRAP. 5.OVERLAP DOUBLE TOP PLATES AT ALL CORNERS, INTERSECTIONS WITH (4) 0.131" x 3" FACE NAILS. WHERE OVERLAP CAN NOT BE CONSTRUCTED, USE A35 ON TOP OF PLATES. 6.TOP PLATE SPLICES OCCURRING AT INTERIOR, NON-SHEAR, NON-BEARING LOCATIONS NEED NOT MEET REQUIREMENTS ABOVE. 7.TRIMMER STUDS SHALL BE NAILED TO KING STUDS WITH (2) 0.131" x 3" NAILS AT 12" 0.C. 8.PROVIDE SOLID BLOCKING THROUGH FLOOR DEPTH FOR ALL MULTIPLE STUD INCLUDING DOUBLE TRIMMERS OR 4x OR GREATER POSTS. BLOCKING SHALL BE SAME SIZE AS POST ABOVE. POSTS SHALL BE CONTINUOUS TO STRUCTURAL ELEMENT OR CARRYING MEMBER OR FOUNDATION. 9.WHEN THE DRAWINGS CALL FOR 4x OR 6x POSTS OR HEADERS, THESE ARE TO BE SOLID SAWN MEMBERS, NOT BUILT-UPS. 10.ALL BEAMS AND GIRDERS TO HAVE FULL WIDTH BEARING, U.N.O. 11.FLOOR BEAMS AND GIRDERS SHALL BE ATTACHED TO TOP PLATE WITH A34. 12.COLUMNS AND POSTS LOCATED DIRECTLY ON CONCRETE (NOT ON A WOOD SILL) SHALL BE SUPPORTED BY CONCRETE PIERS OR METAL CONNECTORS PROJECTING ABOVE THE SLAB (UNLESS THE POST IS AN APPROVED WOOD SPECIES OF NATURAL RESISTANCE TO DECAY OR PRESERVATIVE TREATED WOOD). THE PIERS OR BASES SHALL PROJECT AT LEAST 6 INCHES ABOVE EXPOSED EARTH AND AT LEAST 1 INCH ABOVE THE CONCRETE SLAB. 13.AT ALL GABLE WALLS ADJACENT TO SCISSOR TRUSSES OR PARALLEL CHORD TRUSSES, GABLE TRUSS SHALL BE DESIGNED WITH MATCHING PROFILE AND STUDS SHALL BE BALLOON FRAMED FROM BOTTOM PLATE TO UNDERSIDE OF GABLE END TRUSS. 14.TEMPORARY OR ERECTION BRACING IS SOLELY THE RESPONSIBILITY OF THE FRAMING CONTRACTOR. THE DEPTH OF NOTCHES FOR LET-IN BRACES SHALL NOT EXCEED THE PRESCRIPTIVE CODE LIMITS FOR NOTCHES. 15.SLOPE CLOSED DECKS A MINIMUM OF 1/4 INCH PER FOOT. 16.2x NAILERS OR BLOCKING SHALL BE NAILED WITH (2) 0.131" x 3" TOENAILS OR END NAILS AT EACH END UNLESS NOTED OTHERWISE. 17.BUILT-UP 2x HEADERS SHALL BE NAILED TOGETHER PER DETAIL 604. 18.BUILT-UP CORNER STUDS SHALL BE NAILED TOGETHER WITH 0.131" x 3" NAILS AT 8" O.C. U.N.O. 19.BUILT-UP WOOD POSTS OF 2x4 OR 2x6 STUDS SHALL BE NAILED WITH (2) 0.131" x 3" NAILS AT 12" O.C. PER PLY FOR FULL LENGTH OF POST. 20.TOP AND BOTTOM PLATE TO STUD SHALL BE NAILED PER BELOW: 2x4 STUD = (2) 0.131" x 3" END NAILS OR (3) 0.131" x 3" TOENAILS 2x6 STUD = (3) 0.131" x 3" END NAILS OR (4) 0.131" x 3" TOENAILS 21.FIREBLOCKING AND DRAFTSTOPPING SHALL BE INSTALLED AS SHOWN OR SPECIFIED IN THE ARCHITECTURAL DRAWINGS AND APPLICABLE BUILDING CODE, UNLESS NOTED ON FRAMING PLANS. 22.END NOTCHES, LOCATED AT THE ENDS OF SAWN LUMBER BENDING MEMBERS FOR BEARING OVER A SUPPORT, SHALL BE PERMITTED, AND SHALL NOT EXCEED 1/4 THE BEAM DEPTH. 23.INTERIOR NOTCHES, LOCATED IN THE OUTER THIRDS OF THE SPAN OF A SINGLE SPAN SAWN LUMBER BENDING MEMBER, SHALL BE PERMITTED, AND SHALL NOT EXCEED 1/6 THE DEPTH OF THE MEMBER. INTERIOR NOTCHES ON THE TENSION SIDE OF 3 1/2" OR GREATER THICK-NESS (4" NOMINAL THICKNESS) SAWN LUMBER BENDING MEMBERS ARE NOT PERMITTED. 24.EXTERIOR AND BEARING WALL STUDS MAY BE NOTCHED UP TO 25% OF THE DEPTH OF STUD AND/OR BORED UP TO 40% OF STUD DEPTH WITH MINIMUM EDGE DISTANCE OF 5/8". BORING AND NOTCH MAY NOT OCCUR IN SAME CROSS SECTION. 25.INTERIOR NON BEARING WALL STUDS MAY BE NOTCHED UP TO 40% OF THE DEPTH OF THE STUD AND/OR BORED UP TO 60% OF STUD DEPTH WITH MINIMUM EDGE DISTANCE OF 5/8". BORING AND NOTCH MAY NOT OCCUR IN SAME CROSS SECTION. 26.WHERE GRADE CONDITIONS REQUIRE THE USE OF A FRAMED CRIPPLE WALL UNDER THE MAIN FLOOR SYSTEM, THE CRIPPLE WALL SHALL BE CONSTRUCTED OF 2x STUDS TO MATCH SIZE, SPECIES AND SPACING OF WALL ABOVE, U.N.O. CRIPPLE STUDS SHALL BE ADDED BELOW ALL POSTS AND TRIMMERS ABOVE. WHERE FRAMED CRIPPLE WALLS EXCEED 9'-0" HEIGHT, CONTACT ENGINEER FOR ADDITIONAL INFO. 27.STUDS SHALL NOT BE REQUIRED TO BE ALIGNED WITH ROOF OR FLOOR MEMBERS UNLESS NOTED ON FRAMING PLANS. 28.CRAWLSPACE BEAMS MAY BE SPLICED IN THE FIELD. AT THE SPLICE, EACH BEAM SHALL HAVE A MINIMUM BEARING LENGTH EQUAL TO HALF THE WIDTH OF THE POST SPECIFIED ON THE PLANS. 29.CRAWLSPACE VENTS SHALL BE LOCATED AT LEAST 6" CLEAR OF ALL BEAMS, POST LOADS, AND HOLDOWNS ABOVE. 30.OPEN DECKING SHALL BE ATTACHED TO EVERY DECK JOIST WITH (2) 0.131" x 2 1/2" NAILS OR (2) #8 x 2" SCREWS 31.IN CRAWLSPACE AND DECK CONDITIONS, POSTS LABELED AS 4x ON PLANS THAT ARE GREATER THAN 9' TALL SHALL BE UPSIZED TO 6x ANCHOR BOLT: 1.ALL ANCHORS AND ANCHOR BOLTS SHALL BE ASTM A-307 OR ASTM A-36. 2.MINIMUM EMBEDMENT OF ALL BOLTS IN MASONRY, GROUT, OR CONCRETE TO BE 7" U.N.O. ON PLANS. 3.ALL BOLTS SHALL BE INSTALLED WITH PROPERLY SIZED NUTS AND WASHERS. WASHERS AT BOTTOM PLATE ANCHOR BOLTS SHALL BE 3" SQ. x 0.229" THICK. 4.PLATE ANCHORS SHOULD BE INSTALLED PER DETAIL 040, U.N.O. ON FOUNDATION PLANS. MASA/MASAP: 1.AT SPALLING, FULL PUBLISHED CAPACITY IS ACHIEVED SO LONG AS A MAXIMUM HEIGHT OF 1 1/4" AND A MAXIMUM DEPTH OF 7/8" IS NOT EXCEEDED. ANY EXPOSED PORTION OF THE MUDSILL ANCHOR MUST BE PROTECTED AGAINST POSSIBLE CORROSION. 2.IF SPALLING IS MORE THAN LISTED ABOVE CONTACT FELTEN GROUP FOR STRUCTURAL ASSESSMENT. 3.USE 4-HOLE MASA PLACED BEHIND WOOD PANEL AND NAILED TO SOLE PLATE OR INSTALL WITH BOTH LEGS UP AT RIM LOCATIONS. CONCRETE POWDER ACTUATED PINS AT SLAB ON GRADE: 1.ALL BOTTOM PLATES OF INTERIOR, NON-BEARING, NON SHEAR WALLS SHALL BE FASTENED WITH PINS SPACED AT 36" O.C. MAX. 2.ALL PINS TO BE HILTI X-CP 72, ESR-2379, OR SIMPSON STRONG-TIE PDPWL-300MG, PDPWLS-300MG, ESR-2138. 3.MINIMUM EDGE DISTANCE TO BE 3 INCHES. 4.MINIMUM SPACING TO BE 4 INCHES. 5.THE FASTENERS SHALL NOT BE DRIVEN UNTIL THE CONCRETE HAS REACHED A COMPRESSIVE STRENGTH OF 2000 PSI. SCREW ANCHORS: 1.SCREW ANCHORS MAY BE USED IN LIEU OF ANCHOR BOLTS OR MASA ANCHORS USED AS SILL PLATE ANCHORAGE. SCREW ANCHORS MAY NOT BE USED TO REPLACE MASA USED AS HOLDOWN. SCREW ANCHOR SHALL BE USED AT SAME SPACING AS SPECIFIED ANCHOR BOLT OF SAME DIAMETER, OR 1/2" DIA. FOR MASA ANCHORS. 2.ALL SCREW ANCHORS TO BE TITEN HD. SEE ESR-2713 FOR CONCRETE AND ESR-1056 FOR MASONRY. 3.MINIMUM EMBEDMENT TO BE 3 1/4 INCHES. 4.MINIMUM EDGE DISTANCE TO BE 1 3/4 INCHES. 5.MINIMUM CONCRETE THICKNESS IS 1 1/2 TIMES THE EMBEDMENT DEPTH. 6.SPECIAL INSPECTION IS REQUIRED FOR TITEN HD ANCHORS INSTALLED IN CONCRETE PER THE ICC REPORT. 7.SPECIAL INSPECTION SHALL BE PROVIDED WHEN REQUIRED IN ESR-1056 FOR ALL TITEN HD ANCHORS INSTALLED IN MASONRY. 8.USE IN DRY AND NON-CORROSIVE ENVIRONMENTS. WEDGE ANCHORS (STUD ANCHORS): 1.WEDGE ANCHORS MAY NOT BE USED IN LIEU OF ANCHOR BOLTS FOR MISSING, MIS-LOCATED OR DAMAGED ANCHOR BOLTS OR MASA. WEDGE ANCHORS MAY NOT BE USED TO REPLACE MASA USED AS HOLDOWNS. 2.ALL WEDGE ANCHORS TO BE SIMPSON STRONG-TIE STRONG BOLT, ESR-1771, STRONG BOLT 2, ESR-3037, OR ITW REDHEAD TRUBOLT, ESR-2251. DIAMETER TO BE 1/2". 3.MINIMUM EMBEDMENT TO BE 3 1/4", U.N.O. IN DRAWINGS. 4.MINIMUM EDGE DISTANCE TO BE 4" U.N.O. IN DRAWINGS. 5.MINIMUM CONCRETE THICKNESS IS 6" U.N.O. IN DRAWINGS. 1.ALL EXCAVATION, FILL (INCLUDING BASEMENT SLAB, BASEMENT WALL AND RETAINING WALL BACKFILL), COMPACTION, AND SOIL RELATED OPERATIONS SHALL BE PERFORMED ACCORDING TO SOILS CONSULTANT'S RECOMMENDATIONS. SEE SOILS REPORT AND ADDENDUMS BY THE GEOTECHNICAL ENGINEER FOR RECOMMENDATIONS ON THE CONSTRUCTION OF THE FOUNDATION. 2.GRADING AND DRAINAGE SHALL BE CONSTRUCTED TO THE STRICTER REQUIREMENTS OF THE SITE SPECIFIC SOILS REPORT OR THOSE LISTED BELOW. FINISHED GRADE TO BE DEFINED AS LOWEST GRADE WITHIN 5' OF FOUNDATION. 3.1THE GRADE AWAY FROM FOUNDATION WALLS SHALL FALL A MINIMUM OF 6 INCHES WITHIN THE FIRST 10 FEET. WHERE LOT LINES, WALLS, SLOPES OR OTHER PHYSICAL BARRIERS PROHIBIT 6 INCHES OF FALL WITHIN 10 FEET, DRAINS OR SWALES SHALL BE PROVIDED TO ENSURE DRAINAGE AWAY FROM THE STRUCTURE. 3.2ROOF RUNOFF SHALL BE COLLECTED. PROVIDE TIGHT LINE DRAIN TO COLLECT ROOF RUNOFF AND DISCHARGE AWAY FROM STRUCTURE. 3.3PROPER GRADING SHALL BE PROVIDED DURING CONSTRUCTION AS WELL AS THROUGHOUT THE LIFE OF THE STRUCTURE. 3.4LANDSCAPE WATERING SHOULD NOT LEAD TO MOISTURE INFILTRATION OR MOISTURE CONTENT FLUCTUATION IN THE SOILS UNDER THE FOUNDATION. IT IS RECOMMENDED THAT VEGETATION BE KEPT A MINIMUM OF 3 FEET FROM THE STRUCTURE AND THAT THE VEGETATION RECEIVE SHALLOW WATERING, MOISTURE NOT TO PENETRATE INTO THE SOIL MORE THAN 8 INCHES). 3.5IT IS RECOMMENDED THAT TREES BE KEPT AWAY FROM THE STRUCTURE SUCH THAT THE DRIP LINE OF THE MATURE TREE DOES NOT OVERLAP THE FOUNDATION. 4. ALL FOUNDATIONS SHALL BEAR ON UNDISTURBED GRADE OR FILL APPROVED BY A GEOTECHNICAL ENGINEER, OR COMPLYING WITH PROVISIONS OF AN APPROVED GEOTECHNICAL REPORT. 5. THE EXCAVATION OUTSIDE THE FOUNDATION SHALL BE BACKFILLED WITH SOIL THAT IS FREE OF ORGANIC MATERIAL, CONSTRUCTION DEBRIS, COBBLES AND BOULDERS, AND SHALL BE PLACED IN LIFTS AND COMPACTED IN A MANNER THAT DOES NOT DAMAGE THE FOUNDATION OR THE WATERPROOFING OR DAMPPROOFING MATERIAL. 6.AT EXTERIOR WALLS, FOUNDATION DRAINAGE SHALL BE PROVIDED -4" DIA. PERFORATED DRAIN PIPE BELOW BOTTOM OF FOOTING IN GRAVEL OR CRUSHED STONE EXTENDING MIN. 12" FROM FOOTING AND 6" ABOVE TOP OF FOOTING. PLACE ON MIN. 2" OF GRAVEL/STONE, AND COVER WITH NOT LESS THAN 6" OF SAME. USE FILTER FABRIC TO COVER GRAVEL / ROCK. -DISCHARGE BY GRAVITY OR MECHANICAL INTO AN APPROVED DRAINAGE SYSTEM. WA 1.GUARDRAILS AND HANDRAILS SHALL BE DESIGNED FOR A SINGLE 200 POUND CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. 2.THE DESIGN OF GUARDRAIL WALLS CONSTRUCTED OF WOOD STUD FRAMING SHALL BE THE RESPONSIBILITY OF FELTEN GROUP. 3.THE DESIGN OF GUARDRAILS AND HANDRAILS CONSTRUCTED OF FINISH WOOD, STEEL OR OTHER MATERIALS INSTALLED AFTER ROUGH FRAMING SHALL BE THE RESPONSIBILITY OF THE PRODUCT SUPPLIER. 1.SHALL BE SUPPLIED AND INSTALLED PER THE LATEST ACI STANDARDS. 2.USE ASTM A615 GRADE 60 FOR ALL REINFORCEMENT. 3.THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT. CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" EXPOSED TO EARTH OR WEATHER 1 1/2" NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND 3/4" 4.U.N.O. LAP SPLICES SHALL BE 48 BAR DIAMETERS MINIMUM. STAGGER ALTERNATE SPLICES A MINIMUM OF 1 LAP LENGTH. PROVIDE BENT CORNER BARS TO MATCH AND LAP WITH HORIZONTAL BARS AT CORNERS AND INTERSECTIONS OF FOOTINGS AND WALLS. 5.SECURELY TIE ALL BARS IN LOCATION BEFORE PLACING CONCRETE. 1.WHERE THE DRAWINGS CALL FOR WOOD LEDGERS, LEDGERS SHALL BE INSTALLED WITH AS LONG OF LENGTHS AS POSSIBLE. THE MINIMUM LEDGER LENGTH ALLOWED SHALL BE 4 FEET. THE MINIMUM NUMBER OF SUPPORTS PER LEDGER SHALL BE THREE. 2.LEDGER SPLICES MAY OCCUR AT SUPPORTS OR BETWEEN SUPPORTS. LEDGER SPLICES AT SUPPORTS REQUIRE A MINIMUM OF A 3 INCH WIDE SUPPORT FOR NAILING, SUCH AS DOUBLE STUDS OR THE END OF A FLOOR TRUSS. 3.LEDGER SPLICES NEED NOT BE STRAPPED U.N.O. IN THE DRAWINGS 4.LEDGER SPLICES SHALL BE LOCATED SO THAT RAFTER, TRUSS OR JOIST HANGERS DO NOT FALL ON A SPLICE. 5.LEDGERS AT NON-TYPICAL LOADS FROM ROOF GIRDERS AND BEAMS SHALL BE NAILED TO A MINIMUM OF A 3-INCH WIDE SUPPORT ON EACH SIDE OF THE NON-TYPICAL LOAD WITH DOUBLE THE TYPICAL NAILING U.N.O. ON FRAMING PLAN. 1.MANUFACTURER SHALL FURNISH I-JOIST PLACEMENT PLANS AND I-JOIST DESIGN INFORMATION SEALED AND SIGNED BY A REGISTERED ENGINEER LICENSED IN THE STATE OF WASHINGTON. PLACEMENT PLANS AND DESIGN INFORMATION SHALL BE REVIEWED BY THE ARCHITECT OR ENGINEER OF RECORD PRIOR TO SHIPPING. 2.I-JOISTS SHALL BE DESIGNED FOR MAXIMUM TOTAL LOADS SHOWN UNDER DESIGN LOADS, CONCENTRATED LOADS FROM AIR HANDLER UNITS AND ANY OTHER CONCENTRATED LOADS. 3.I-JOISTS SHALL BE HANDLED DURING MANUFACTURING, DELIVERY AND AT THE JOBSITE SO AS NOT TO BE SUBJECTED TO ANY DAMAGE. 4.I-JOISTS SHALL BE INSTALLED WITH PROPER BRACING DURING CONSTRUCTION TO PREVENT TOPPLING OR DOMINOING. INSTALL ALL BRACING BEFORE PLACING CONCENTRATED LOADS ATOP I-JOISTS. THE INSTALLATION OF TEMPORARY/ERECTION BRACING IS SOLELY THE RESPONSIBILITY OF THE FRAMING TRADE PARTNER. 5.NOTCHING OR CUTTING OF I-JOIST FLANGES IS PROHIBITED. 6.HOLES MAY BE CUT IN I-JOIST WEBS PER MANUFACTURER'S RECOMMENDATIONS. 7.JOIST TO JOIST CONNECTIONS UTILIZING SIMPSON ITS HANGERS SHALL HAVE BACKER BLOCKS PER MANUFACTURER AT SUPPORTED LENGTHS OVER 5'-0". 1.ALL TRUSSES SHALL BE SUPPLIED BY A CITY OR COUNTY APPROVED FABRICATOR (WHICHEVER HAS JURISDICTION). TRUSSES SHALL BE DESIGNED AND MANUFACTURED IN ACCORDANCE WITH ANSI/TPI 1 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION AND APPLICABLE BUILDING CODE. 2.MANUFACTURER SHALL FURNISH TRUSS PLACEMENT PLANS AND TRUSS DESIGN DRAWINGS. THE TRUSS DESIGN DRAWINGS SHALL BE SEALED AND SIGNED BY A REGISTERED ENGINEER LICENSED IN THE STATE OF WASHINGTON. 3.TRUSSES SHALL BE DESIGNED FOR MAXIMUM TOTAL LOADS SHOWN UNDER DESIGN LOADS, CONCENTRATED LOADS FROM AIR HANDLER UNITS AND ANY OTHER CONCENTRATED LOADS. ATTIC LIVE LOAD MUST BE USED ON BOTTOM CHORDS FOR LOCATIONS WHERE TWO OR MORE ADJACENT TRUSSES USE WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN THE PLANE OF THE TRUSS. FOR ALL OTHER BOTTOM CHORDS, ATTIC LIVE LOAD (WITHOUT STORAGE) MAY BE USED. LOADS ARE NON-CONCURRENT WITH OTHER LIVE LOADS. 4.TRUSSES SHALL BE DESIGNED FOR THE LARGER OF UNIFORM ROOF SNOW LOADS STIPULATED BY THE JURISDICTION HAVING AUTHORITY OR ROOF SNOW LOADS CALCULATED BY ASCE7 INCLUDING UNBALANCED SNOW LOAD, DRIFT AND/OR SLIDING SNOW. 5.TRUSSES SHALL BE DESIGNED TO NOT EXCEED BEARING PRESSURE OF TOP PLATES - 425 PSI. 6.LUMBER USED SHALL BE IDENTIFIED BY GRADE MARK OF A LUMBER INSPECTION BUREAU OR AGENCY APPROVED BY BOARD OR REVIEW OF AMERICAN LUMBER STANDARDS COMMITTEE, AND SHALL BE THE SIZE, SPECIES, AND GRADE IN ACCORDANCE WITH THE TRUSS DESIGN DRAWINGS. 7.CONNECTOR PLATES SHALL BE MANUFACTURED BY A TPI MEMBER PLATE SUPPLIER AND SHALL MEET OR EXCEED ASTM A653/A653M REQUIREMENTS FOR STRUCTURAL STEEL. 8.HANDLING, INSTALLING, RESTRAINING & BRACING SHALL BE IN ACCORDANCE WITH "GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING, RESTRAINING AND BRACING OF METAL PLATE CONNECTED WOOD TRUSSES", BCSI LATEST EDITION BY WTCA AND TPI. 9.TRUSSES SHALL BE SET AND SECURED LEVEL AND PLUMB, AND IN CORRECT LOCATION. 10.TRUSSES SHALL BE SUFFICIENTLY BRACED DURING ERECTION TO PREVENT TOPPLING OR DOMINOING. INSTALL ALL BRACING BEFORE PLACING CONCENTRATED LOADS ATOP TRUSSES. THE INSTALLATION OF TEMPORARY/ERECTION BRACING IS SOLELY THE RESPONSIBILITY OF THE FRAMING TRADE PARTNER. 11.PERMANENT RESTRAINT/ BRACING OF CHORDS AND WEB MEMBERS SHALL BE INSTALLED IN ACCORDANCE WITH BCSI-B3 UNLESS NOTED OTHERWISE. 12.WHERE PERMANENT BRACING OF TRUSS WEB MEMBERS IS REQUIRED ON THE TRUSS DESIGN DRAWINGS, IT SHALL BE ACCOMPLISHED BY ONE OF THE FOLLOWING METHODS: 1. THE TRUSSES SHALL BE DESIGNED SO THAT THE BUCKLING OF ANY INDIVIDUAL TRUSS MEMBER IS RESISTED INTERNALLY BY MEMBER T-BRACING, L-BRACING, ETC. OF THE INDIVIDUAL TRUSS. THE BUCKLING REINFORCEMENT OF THE TRUSS INDIVIDUAL MEMBER SHALL BE INSTALLED AS SHOWN ON THE TRUSS DESIGN DRAWING OR ON SUPPLEMENTAL TRUSS MEMBER BUCKLING REINFORCEMENT DIAGRAMS PROVIDED BY THE TRUSS DESIGNER. 2. CONTINUOUS LATERAL RESTRAINT (CLR) CONSISTING OF MINIMUM 2x4 STRESS-GRADED DIMENSION LUMBER ATTACHED AT RIGHT ANGLES TO THE WEBS WITH A MINIMUM OF (2) 0.131" x 3" NAILS PER TRUSS. LAP BRACING A MINIMUM OF ONE TRUSS BAY. PROVIDE DIAGONAL BRACE AT ANGLE OF APPROXIMATELY 45° TO THE CLR, ATTACH AS CLOSE AS POSSIBLE TO THE TOP AND BOTTOM CHORD PLANE WITH (2) 0.131" x 3" NAILS. REPEAT DIAGONAL BRACE EVERY 20 FEET UNLESS NOTED OTHERWISE. 13.GABLE END TRUSS PERMANENT BRACING SHALL BE PROVIDED AS SHOWN IN DETAIL 408. 14.NOTCHING OF TOP CHORD OF GABLE END TRUSS FOR LOOKOUTS SHALL BE ACCOUNTED FOR IN DESIGN BY TRUSS MANUFACTURER. 15.CUTTING AND ALTERING OF TRUSSES IS NOT PERMITTED. TRUSS REPAIRS SHALL BE SEALED AND SIGNED BY A REGISTERED ENGINEER LICENSED IN THE STATE OF WASHINGTON. 16.WHEN PIGGYBACK ROOF TRUSS SYSTEM IS USED, FULLY SHEATH LOWER TRUSSES OR PROVIDE CONTINUOUS LATERAL RESTRAINT (CLR) AT SPACING SPECIFIED ON THE TRUSS DESIGN DRAWING AND DIAGONAL BRACING EVERY 10 FEET UNLESS NOTED OTHERWISE IN THE DRAWINGS. ALL BRACING TO BE INSTALLED PER LATEST EDITION OF BCSI-B3. DIAGONAL BRACING TO HAVE (2) 0.131" x 3" NAILS AT EACH INTERMEDIATE TRUSS AND (3) 0.131" x 3" NAILS AT EACH END. 17.TRUSSES ARE NOT REQUIRED TO BE DESIGNED FOR DRAG LOADS SHOWN ON FRAMING PLAN IF FULLY SHEATHED. 18.ATTICS CONTAINING APPLIANCES SHALL BE PROVIDED WITH A MINIMUM 20" x 30" ACCESS OPENING AND A CLEAR AND UNOBSTRUCTED PASSAGEWAY NOT LESS THAN 30" HIGH x 22" WIDE. THE DISTANCE FROM THE OPENING TO THE APPLIANCE, MEASURED ALONG THE CENTERLINE OF THE PASSAGEWAY, SHALL BE NO MORE THAN 20 FEET. THE PASSAGEWAY SHALL HAVE CONTINUOUS SOLID 3/4" (23/32" ACTUAL) DECK SHEATHING NOT LESS THAN 24" WIDE. A LEVEL 30" x 30" x 30" SERVICE SPACE IS REQUIRED IN FRONT OF EQUIPMENT WHERE ACCESS IS REQUIRED. 19.FELTEN GROUP DESIGNS INCLUDE MWFRS LOADS AND ARE BASED ON RATIONAL ANALYSIS. FELTEN GROUP'S CALCULATED TRUSS REACTIONS, UPLIFTS AND/OR CONNECTIONS SHALL SUPERSEDE ALL REACTIONS, UPLIFTS AND/OR CONNECTIONS LISTED IN THE TRUSS SHOP DRAWINGS. 20.FLOOR TRUSS STRONGBACKS SHALL BE A MINIMUM 2x6,ATTACHED WITH A MINIMUM OF (3) 0.131" x 3" NAILS TO A 2x4 VERTICAL WEB, IN CONTACT WITH BOTTOM CHORD, NOT CUT OR NOTCHED, AND PLACED AS SHOWN IN TRUSS DESIGN DRAWINGS, SPACED NOT TO EXCEED 10' UNLESS THERE IS A RIGID CEILING ATTACHED AND LIVE LOAD DEFLECTION NOT TO EXCEED 480. 21.IN THE ABSENCE OF A VERTICAL WEB, A 2x4 SCAB VERTICAL SHALL BE SECURED TO THE TRUSS TOP AND BOTTOM CHORDS WITH A MINIMUM OF (2) 0.131" x 3" NAILS. THE STRONGBACK MAY THEN BE ATTACHED TO THE SCAB. WOOD TRUSSES FRAMING - I-JOISTS FOUNDATION - STEEL FOUNDATION - PLATE ANCHORAGE FOUNDATION - SOIL AND SITE PREPARATION FRAMING - GUARDRAILS AND HANDRAILS FRAMING - HARDWARE FOUNDATION - HOLDOWNS FRAMING - LEDGERS GENERAL FOUNDATION - CONCRETE FOUNDATION - EPOXY FRAMING - GENERAL ROOF SNOW LOAD = MEMBER SPECIES GRADE HEADERS/BEAMS, 2x HEM-FIR NO. 2 4x, 6x, 8x, 10x, 12x DOUG-FIR RAFTERS/JOISTS STUDS / POSTS / BLOCKING STUD LEDGERS HEM-FIR OR DOUG-FIR TOP*/BOTTOM/SOLE PLATES STANDARD SEE DETAIL 611 FOR 2x HEADER/BEAM ALTERNATES. *USE CONSTRUCTION GRADE FOR TOP PLATES WHEN ROOF TRUSS CLEAR SPAN EXCEEDS 40 FT. OR WHEN FLOOR TRUSS CLEAR SPAN EXCEEDS 16'. **OR USE ENGINEERED PRODUCT W/ MIN. 16" SPAN RATING 1.SAWN LUMBER SHALL COMPLY WITH THE LATEST GRADING RULES OF THE ALSC, WWPA OR WCLIB. ALL LUMBER SHALL BEAR AN APPROVED GRADING STAMP. 2.FINGER JOINTED MATERIAL STAMPED "VERTICAL USE ONLY" OF THE SAME SPECIES AND MINIMUM GRADE SHOWN ABOVE OR IN THE DRAWINGS MAY BE USED FOR STUDS AND BLOCKING IN UNRATED CONSTRUCTION. FINGER JOINTED MATERIAL IN FIRE-RATED CONSTRUCTION REQUIRES A HEAT RESISTANT ADHESIVE (HRA) STAMP. FINGER JOINTED MATERIAL STAMPED "CERT EXT. JNTS" OF THE SAME SPECIES AND MINIMUM GRADE SHOWN ABOVE OR IN THE DRAWINGS MAY BE USED FOR ANY SAWN LUMBER APPLICATION IN UNRATED CONSTRUCTION. FINGER JOINTED MATERIAL IN FIRE-RATED CONSTRUCTION REQUIRES A HEAT RESISTANT ADHESIVE (HRA) STAMP. GLU-LAM BEAMS 1.FABRICATION AND HANDLING OF ALL GLULAM BEAMS SHALL BE PER APA-EWS/ANSI A 190.1, AMERICAN NATIONAL STANDARD FOR STRUCTURAL GLUED LAMINATED TIMBER. 2.BEAMS TO BEAR APA-EWS CERTIFICATE AND GRADE STAMP. 3.GLULAM BEAMS SHALL HAVE THE FOLLOWING PROPERTIES OR BETTER: STANDARD BEAMS NATURALLY DURABLE BEAMS APA-EWS 24F-V4 20F-V12 DF/DF UNBALANCED LAYUP AYC/AYC UNBALANCED Fb +/- = 2400 PSI/1850 PSI 2000 PSI/1400 PSI Fv = 265 PSI 265 PSI E = 1,800,000 PSI 1,500,000 PSI Fc (PERP.) = 650 PSI 560 PSI ALL BEAMS SHALL BE FABRICATED USING WATERPROOF GLUE. 4.APPEARANCE TO BE INDUSTRIAL GRADE, UNO. 5.BEAMS SHALL HAVE STANDARD CAMBER (BASED ON 5000 FT. RADIUS) OR FLATTER, UNLESS NOTED OTHERWISE. 6.BEAMS HAVE A TOP AND BOTTOM AND NEED TO BE INSTALLED RIGHT SIDE UP. 7.BEAMS OF GREATER WIDTH OR DEPTH THAN SPECIFIED MAY BE USED. SAWN LUMBER FRAMING - MEMBERS FRAMING - CONNECTORS 1.EACH PANEL SHALL BE IDENTIFIED WITH THE APPROPRIATE TRADEMARK OF A.P.A. OR APPROVED SUBSTITUTE, AND SHALL MEET THE REQUIREMENTS OF THE LATEST EDITION OF VOLUNTARY PRODUCT STANDARD PS-1, VOLUNTARY PRODUCT STANDARD PS-2 OR A.P.A. PRP-108 PERFORMANCE STANDARDS. 2.ALL PANELS SHALL BE A.P.A. RATED SHEATHING, EXPOSURE 1 PER CHART BELOW: *U.N.O. IN THE BRACED/SHEAR WALL SCHEDULE. **24/0 SPAN RATING MAY BE USED. H-CLIPS OR BLOCKING SHALL BE ADDED AT ALL EDGES WHEN 24/0 IS USED. ***H CLIPS, TONGUE AND GROOVE EDGES, OR SOLID BLOCKING SHALL BE USED AT ALL EDGES **** 3-PLY PLYWOOD PANELS SHALL BE APPLIED W/ LONG DIMENSION ACROSS STUDS NOTE: ROOF AND FLOOR SHEATHING IS UNBLOCKED, UNLESS NOTED OTHERWISE ON PLANS WHEN ROOF SNOW LOAD EXCEEDS 40 PSF, USE 15/32" SHEATHING FOR ALL SLOPES 3.INSTALL ROOF AND FLOOR PANELS WITH LONG DIMENSION OR STRENGTH AXIS OF THE PANEL ACROSS SUPPORTS. INSTALL PANELS CONTINUOUS OVER TWO OR MORE SPANS. WALL PANELS MAY BE INSTALLED HORIZONTALLY OR VERTICALLY, U.N.O. 4.PANEL END JOINTS SHALL OCCUR OVER FRAMING. PANEL END JOINTS SHALL BE STAGGERED, NOT REQUIRED AT WALL SHEATHING. MINIMUM SPACING OF 1/8" IS RECOMMENDED AT ALL PANEL ENDS AND EDGES. PANEL SPACING SHALL NOT EXCEED 1/4 INCH. 5.SEE DETAIL 812 FOR FLOOR SHEATHING OVERSPAN. 6.ADHESIVES MAY BE USED FOR FLOOR AND DECK SHEATHING. ADHESIVES SHALL MEET A.P.A. SPECIFICATION AFG-01 OR ASTM D3498, APPLIED IN ACCORDANCE WITH THE MANUFACTURES RECOMMENDATIONS. SHEATHING ADHESIVE SHALL BE APPLIED TO FRAMING MEMBERS PRIOR TO PLACEMENT OF SHEATHING. SHEATHING TO BE FULLY FASTENED PRIOR TO SETTING TIME OF ADHESIVE. 7.BASED ON THE FLOOR SHEATHING SPECIFIED ABOVE, THE MAXIMUM DEFLECTION LIMIT OF FLOOR FRAMING MEMBERS SHALL BE L/360 IN AREAS TO RECEIVE CERAMIC FLOOR TILE AND L/720 IN AREAS TO RECEIVE NATURAL STONE TILE. 8.PLACE ROOF SHEATHING WITH SIDE WITH SKID-RESISTANT COATING UP. KEEP ROOF DECK FREE OF DIRT, DEBRIS AND SAWDUST DURING CONSTRUCTION. 9.NAIL ROOF SHEATHING 6" O.C. AT FIELD NAILING WITHIN 4 FEET OF ANY ROOF EDGE. 10.ROOF SHEATHING SHALL BE INSTALLED WITH A 24" MINIMUM PANEL WIDTH WHEREVER POSSIBLE. FOR PANEL WIDTHS GREATER THAN 16" BUT LESS THAN 24", USE (2) PANEL EDGE CLIPS OR LUMBER BLOCKING AT UNSUPPORTED EDGES. THE EDGE SUPPORT IS TO BE PLACED AT THE JOINT BETWEEN THE NARROW-WIDTH PANEL AND AN ADJACENT FULL WIDTH PANEL. UNLESS OTHERWISE REQUIRED BY THE BUILDING CODE, THE SUPPORT MAY BE OMITTED AT THE EDGE ADJACENT TO A RIDGE OR VALLEY WHEN THE OPPOSITE EDGE OF THE NARROW-WIDTH PANEL IS THUS SUPPORTED. WHEN USED, (2) PANEL EDGE CLIPS, EQUALLY SPACED, SHOULD BE PLACED BETWEEN EACH PAIR OF SUPPORTS. AS AN ALTERNATIVE, 2x4 BLOCKING MAY BE USED FLATWISE OR EDGEWISE AND SHOULD BE ADEQUATELY ATTACHED TO ROOF FRAMING. FOR PANEL WIDTHS GREATER THAN 12" BUT LESS THAN OR EQUAL TO 16", ONLY LUMBER BLOCKING AS DESCRIBED ABOVE IS RECOMMENDED. FOR PANEL WIDTHS OF 12" OR LESS, LUMBER BLOCKING APPLIED TO BOTH NARROW-WIDTH PANEL EDGES IS RECOMMENDED REGARDLESS OF ADJACENT RIDGE OR VALLEY. 11.ROOF SHEATHING ON TRUSSES TO CONTINUE TO ENDS OF TRUSSES TYPICAL. THIS APPLIES TO ALL OVERFRAMING AREAS. SHEATHING MAY BE OMITTED FOR VENTILATION AS SHOWN IN THE DETAIL 451. 12.WALL SHEATHING JOINTS MUST OCCUR OVER COMMON FRAMING MEMBERS. 13.WHERE SHEATHING IS APPLIED ON BOTH SIDES OF WALL, PANEL EDGE JOINTS ON OPPOSITE SIDES ARE NOT LOCATED ON THE SAME STUDS. WOOD SHEATHING ALL HANGERS, STRAPS, HOLDOWNS AND OTHER METAL CONNECTORS SHALL BE INSTALLED WITH THE MANUFACTURER'S MAXIMUM SIZE AND QUANTITY OF RECOMMENDED FASTENERS, U.N.O. 1.TOENAILS SHALL BE DRIVEN AT AN ANGLE OF APPROXIMATELY 30° WITH WOOD MEMBER AND STARTED APPROXIMATELY 1/3 THE LENGTH OF THE NAIL FROM THE MEMBER END. SCREWS: 1.SCREWS FOR BOTTOM/SILL PLATE ANCHORS SHALL BE NO. 8 x 3 INCH LONG; AND MAY BE USED I.L.0 0.131" x 3" NAILS SHOWN IN DRAWINGS AT A 1 FOR 1 SUBSTITUTION.MEMBER LAMINATED STRAND LUMBER (LSL) LAMINATED VENEER LUMBER (LVL) PARALLEL STRAND LUMBER (PSL) E 1.55E 2.0E 2.0E Fb 2325 2600 2900 RIM JOIST/BOARD - 1 1/8" MIN. WIDTH 0.6E 700 STRUCTURAL COMPOSITE LUMBER 1.2 AND 3 PLY BEAMS SHALL BE CONNECTED W/ (3) ROWS OF 0.131" x 3" NAILS AT 12" O.C. U.N.O. DRIVE NAILS FROM BOTH SIDES FOR (3) PLY BEAMS. 2.4 PLY BEAMS SHALL BE CONNECTED W/ (2) ROWS OF SDS 1/4" x 6" SCREWS AT 16" O.C. OR (2) ROWS OF 1/2" DIAMETER THROUGH BOLTS AT 24" O.C. U.N.O. 1.ALL HEADED STUDS TO BE ASTM F1554 STEEL 2.ALL HEADED STUDS TO BE HEAVY HEX BOLT W/ HEAVY HEX NUT PER HOLDOWN SCHEDULE. HEX NUT SHALL BE THREADED ONTO BOLT SUCH THAT THE BOTTOM OF THE NUT IS FLUSH W/ BOTTOM OF BOLT. STRIKE THREADS OR TACK WELD NUT TO BOLT TO PREVENT BOLT ROTATION. FOUNDATION - HEADED STUDS LOCATION THICKNESS NAILING - EDGE/ FIELD ROOF > 2:12 SLOPE 7/16" FLOOR ROOFTOP TERRACE 23/32" STURD-I-FLOOR RINGSHANK 0.131" x 2 1/2" - 6"/12" #8 x 2"- 6"/12"(SCREW)CLOSED DECK 23/32" PLYWOOD WALL****7/16"0.131 x 2 1/2" - 6"/12"* SPAN RATING 24/16** 24" O.C. 24" O.C. 24/16 HEM-FIR HEM-FIR HEM-FIR NO. 2 NO. 2 NO. 2 1.PROTECTION OF WOOD AND WOOD-BASED PRODUCTS FROM DECAY SHALL BE PROVIDED BY THE USE OF NATURALLY DURABLE WOOD OR WOOD THAT IS PRESERVATIVE TREATED IN ACCORDANCE WITH AWPA STANDARD U1 WITH USE CATEGORY (UC) AS INDICATED IN THE CHART BELOW 2.PRESERVATIVE TREATED WOOD PRODUCTS SHALL BE CARED FOR IN ACCORDANCE WITH AWPA-M4. 3.FASTENERS, INCLUDING NUTS AND WASHERS, IN CONTACT WITH PRESERVATIVE-TREATED WOOD SHALL BE OF HOT DIPPED, ZINC-COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. STAPLES SHALL BE OF STAINLESS STEEL. COATING TYPES AND WEIGHTS FOR CONNECTORS SHALL BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, OR NOT LESS THAN ASTM A653 TYPE G185 ZINC-COATED GALVANIZED STEEL, OR EQUIVALENT, SHALL BE USED. EXCEPTIONS: 1. 1/2" DIAMETER OR GREATER STEEL BOLTS 2. FASTENERS OTHER THAN NAILS, STAPLES AND TIMBER RIVETS SHALL BE PERMITTED TO BE OF MECHANICALLY DEPOSITED ZINC-COATED STEEL WITH COATING WEIGHTS IN ACCORDANCE WITH ASTM B695, CLASS 55 MINIMUM 3. PLAIN CARBON STEEL FASTENERS IN SBX/DOT AND ZINC BORATE PRESERVATIVE-TREATED WOOD IN AN INTERIOR, DRY ENVIRONMENT 3.HARDWARE IN CONTACT WITH PRESERVATIVE-TREATED WOOD SHALL HAVE SIMPSON ZMAX COATING. FRAMING - PRESERVATIVE TREATMENT MEMBER UC UC3A/B ALL INTERIOR MEMBERS, INCLUDING SILL PLATES, IN DIRECT CONTACT WITH CONCRETE OR MASONRY UC2 EXPOSED, EXTERIOR ELEMENTS - COATED/ UNCOATED FURRING STRIPS ATTACHED DIRECTLY TO CONCRETE UC3B POSTS IN DIRECT CONTACT WITH CONCRETE UC4A CRAWLSPACE MEMBER DISTANCE TO EXPOSED GROUND OR UNEXCAVATED AREAS BEAMS AND GIRDERS JOISTS AND FLOOR TRUSSES < 12" < 18" UC2 EXTERIOR DECK MEMBERS ALL MEMBERS WITH > 6" OF CLEARANCE TO GRADE ALL MEMBERS WITH < 6" OF CLEARANCE TO GRADE POSTS AND LEDGERS UC4A ENDS OF BEAMS/GIRDERS ENTERING CONCRETE/MASONRY WALLS HAVING < 1/2" CLEARANCE ON TOP, SIDES OR ENDS. UC3B UC4A UC3B UC2 OPEN DECKING** 5/4" x 4" CEDAR CLEAR 5/4" x 6" CEDAR ALL 2x4 CEDAR ALL OPEN WEB TRUSS TOP CHORD ANYHEM-FIR OR DOUG-FIR 0.131 x 2 1/2" - 6"/12" 16 GAUGE 1 3/4" - 3"/6"32/16***15/32"ROOF < 2:12 SLOPE 15 psf. 16 psf. 20 psf. 20 psf. NON CONCURRENT 15 psf. 40 psf. 60 psf. 12 psf. 7 psf. 110 mph.110 mph. C C 2 D 25 psf. 35 pcf (ACTIVE) 25 psf. 42 ' - 0 " 36 ' - 0 " 6' - 0 " 30'-0" 4'-6"19'-6" 16'-3"1'-10 1/2" 2' - 8 " 6' - 4 " 6' - 4 " 2' - 8 " 30'-0" 10'-0"10'-0"10'-0" 18'-11"6'-0"5'-1" 6'-0" 1'-4 1/2" 6" 42 ' - 0 " 18 ' - 0 " 4' - 0 " 20 ' - 0 " 4'-4 1/2"6'-1 1/2" 2 1 / 2 " 17 ' - 9 1 / 2 " 18 ' - 2 1 / 2 " 043 SD SL O P E 002 SD SL O P E 002 SD 040 SD 127 SD 043 SD 002 SD 130 SD A-1 18 20 18 18 20 18 024 SD ALL EXCAVATION, FILL, COMPACTION AND SOIL RELATED OPERATIONS SHALL BE PERFORMED ACCORDING TO GEOTECHNICAL REPORT RECOMMENDATIONS. ALL WALLS ARE DESIGNED USING 2500 PSI STRENGTH CONCRETE AND DO NOT REQUIRE SPECIAL INSPECTIONS. A 3000 PSI CONCRETE IS ONLY SPECIFIED WHERE IT IS REQUIRED TO MEET WEATHERING REQUIREMENTS. GEOTECHNICAL REPORT BY GEOTECHNICAL REPORT # GEOTECHNICAL REPORT DATE ALLOWABLE BEARING PRESSURE CONV. FOUNDATION INFORMATION SOILS INFORMATION STRENGTH AT 28 DAYS: FOOTINGS = WALLS = BASEMENT SLABS = ALL OTHER SLABS = 3000 psi 3000 psi 3000 psi 3000 psi = CONCRETE WALL = CONCRETE WALL STEP LEGEND T.O.W. = TOP OF WALL B.O.W. = BOTTOM OF WALL T.O.F. = TOP OF FOOTING B.O.F. = BOTTOM OF FOOTING T.O.S. = TOP OF SLAB = THICKENED SLAB = RAISED STEM ESNW ES-8871.03 01/06/2025 2500 PSF 5/8" DIA. ANCHOR BOLT 1/2" DIA. ANCHOR BOLT MASA STANDARD 4'-0" O.C.4'-0" O.C.4'-0" O.C. 4'-0" O.C.2'-8" O.C.2'-8" O.C. 2'-8" O.C.2'-0" O.C.2'-0" O.C. 2'-8" O.C.1'-4" O.C.2'-0" O.C. 1.ANCHOR BOLT PLATE WASHER SHALL EXTEND TO WITHIN 1/2" OF THE EDGE OF THE BOTTOM PLATE ON THE SHEATHED SIDE OF WALL FOR ALL ANCHOR BOLT SPACINGS A-3 THROUGH A-9 2.MASA ANCHOR TO BE INSTALLED PER STANDARD INSTALLATION-BOTH LEGS DOWN 2'-0" O.C.1'-4" O.C.1'-4" O.C. 1'-4" O.C.0'-8" O.C.0'-8" O.C. 1'-0" O.C.0'-8" O.C.0'-8" O.C. 4'-0" O.C.3'-8" O.C.4'-0" O.C. 1'-4" O.C.0'-8" O.C.1'-4" O.C. 0'-8" O.C.N/A 0'-8" O.C. USE STANDARD SPACING BELOW, UNLESS NOTED OTHERWISE FOUNDATION ANCHORAGE SCHEDULE A-1 A-2 A-3 A-4 A-5 A-6 A-7 A-8 A-9 ANCHOR TYPE INCREASED ANCHORAGE ONLY REQUIRED WHERE SPECIFIED ON PLAN SPECIFICATION ON PLAN HOLDOWN SCHEDULE MARK DETAIL 832 HTT5-3/4 W/ 5/8" DIA. TITEN HD W/ 4" MIN. EMBED. LTT20B W/ 1/2" DIA. TITEN HD W/ 3 1/4" MIN. EMBED. 1.RJ AFTER CALLOUT INDICATES STHD'S FOR RIM JOIST APPLICATIONS 2.HOLDOWNS W/ SB REQUIRE FOOTING AND STEM WALL TO BE POURED MONOLITHICALLY 3.STHD14 MAY BE USED ILO STHD10 OR LSTHD8 POST-SETCAST-IN-PLACE LSTHD8 STHD10 STHD14 MASA N/A N/A LTT20B W/ 1/2" DIA. TITEN HD W/ 3 1/4" MIN. EMBED. LTT20B W/ 1/2" DIA. HEAVY HEX BOLT, HEADED STUD, J-BOLT OR L-BOLT W/ 2 3/4" EMBED. HTT5-3/4 DIA. HEAVY HEX BOLT OR HEADED STUD W/ 4 1/8" EMBED. HDU8-SDS2.5 W/ 7/8" DIA. HEAVY HEX BOLT OR HEADED STUD W/ 6 1/2" EMBED. HDU8-SDS2.5 W/ 3/4" DIA. TITEN HD W/ 5 1/2" MIN. EMBED. D E F I C A B 832SD CALLOUT ROUND SQUARE 20" DIA. x 8" DEEP 24" DIA. x 9" DEEP 30" DIA. x 11" DEEP 36" DIA. x 13" DEEP 18" DIA. x 8" DEEP N/A 18" SQ. x 8" DEEP 18" SQ. x 8" DEEP 22" SQ. x 9" DEEP 27" SQ. x 11" DEEP 30" SQ. x 8" DEEP W/ (3) #4 REBAR EACH WAY 36" SQ. x 8" DEEP W/ (3) #4 REBAR EACH WAY 42" SQ. x 8" DEEP W/ (5) #4 REBAR EACH WAY FOOTING SCHEDULE N/A 48" SQ. x 10" DEEP W/ (5) #4 REBAR EACH WAY 1.WHEN NO REBAR IS SPECIFIED, PLAIN CONCRETE MAY BE USED 2.WHEN REBAR IS SPECIFIED, IT SHALL BE LOCATED 3" ABOVE BOTTOM OF FOOTING 3.ROUND OR SQUARE MAY BE USED PER THE ABOVE CHART AND IS NOT REQUIRED TO MATCH WHAT IS GRAPHICALLY SHOWN ON PLANS 4.MINIMUM SIZE SPECIFIED ABOVE, ACTUAL FOOTING SIZE MAY EXCEED SIZES SHOWN 18 20 24 30 36 24 30 36 42 48 N/A N/A N/A 24" SQ. x 8" DEEP W/ (2) #4 REBAR EACH WAY 32" SQ. x 13" DEEP *FOOTING WIDTH: *FOOTING THICKNESS: FOOTING DEPTH BELOW GRADE: (FROST DEPTH) 14" 6" 18" FOUNDATION DIMENSIONS * AT LOCATIONS RETAINING MORE THAN 4' OF GRADE: SEE SPECIFIED DETAIL FOR SIZING ALL SIZES ABOVE ARE STANDARD SIZES U.N.O. ON FOUNDATION PLAN *STEM WIDTH:6" 20 F F F F 546 SD OMIT STEM WALL AT GARAGE DOOR T.O.S. +6" T.O.S. +4" T.O. SLAB -4" T.O.W. +8" ABOVE GRADE B.O.F. -18" BELOW GRADE TYP. STEP T.O.W. 9 1/4"-TYP. 4" CONCRETE SLAB TYP. AT ALL GARAGE WALLS GARAGE 4" CONCRETE SLAB CRAWLSPACE TYP. AT ALL CRAWLSPACE WALL TYP. AT ALL WALLS TYP. TYP. TYP. STEP T.O.W. 9 1/4"-TYP. TYP. 8" WIDE STEM AT GARAGE FRONT FE L T E N G R O U P , I N C . H E R E B Y E X P R E S S L Y RE S E R V E S T H E I R C O M M O N L A W C O P Y R I G H T A N D OT H E R P R O P E R T Y R I G H T S I N T H E S E C O N S T R U C T I O N DO C U M E N T S . T H E S E C O N S T R U C T I O N D O C U M E N T S AR E A N I N S T R U M E N T O F S E R V I C E F O R F E L T E N GR O U P , I N C . A N D S H A L L N O T B E C H A N G E D , CO P I E D , O R R E P R O D U C E D I N A N Y F O R M O R MA N N E R , N O R A R E T H E Y T O B E A S S I G N E D T O A N Y TH I R D P A R T Y W I T H O U T F I R S T O B T A I N I N G T H E EX P R E S S W R I T T E N P E R M I S S I O N A N D C O N S E N T O F FE L T E N G R O U P , I N C . CO N T R A C T O R S S H A L L V E R I F Y A N D B E RE S P O N S I B L E F O R A L L D I M E N S I O N S A N D CO N D I T I O N S O N T H E J O B A N D S H A L L N O T I F Y FE L T E N G R O U P , I N C . O F A N Y V A R I A T I O N S F R O M TH E D I M E N S I O N S A N D C O N D I T I O N S S H O W N B Y TH E S E C O N S T R U C T I O N D O C U M E N T S . © C O P Y R I G H T 2 0 1 6 F E L T E N G R O U P , I N C . DATE: DATE:DRAWN BY: CHECKED BY: JOB NUMBER: SERIES SUBDIVISION PLAN NUMBER SHEET NUMBER TI T L E : la r i s s a . a n a y a F e b 0 7 , 2 0 2 5 - 1 0 : 5 0 a m \ \ v m w a s h i n g t o n \ w a s h i n g t o n \ L G I H o m e s \ S e a t t l e \ S h e l m M e a d o w s \ 3 0 W i d e S e r i e s \ P l a n 1 8 4 3 \ A c t i v e F o l d e r \ 1 8 4 3 - 0 2 - F o u n d a t i o n P l a n . d w g 11 4 1 0 N E 1 2 4 T H S T . SU I T E 1 0 3 KI R K L A N D 20 6 - 4 4 5 - 5 3 2 6 L. ANAYA 02/14/2025 L. ANAYA 02/14/2025 HAWTHORN SHELM MEADOWS 1843 WA 9 8 0 3 4 EXPIRES: 04/28/2025 J 54005 A C O B E.MOR G A N STAT E O F WASHI N G T O N P R O F ESSIONA L E N G I N E E RR EGISTE R E D 02/07/2025 FO U N D A T I O N P L A N S1.1 START LAYOUT HERE 18" OPEN WEB FLOOR TRUSSES AT 24" O.C. U.N.O. 9' - 7 " 17 ' - 1 0 " 8' - 7 " 2'-0"2'-0"1'-8 1/4"1'-0" DRAG TRUSS OR SHEAR BOX BETWEEN TRUSSES PER DETAIL 361 FOR 6 BAYS ST A R T L A Y O U T H E R E 2x 1 0 J O I S T S A T 1 9 . 2 " O . C . . , U. N . O . 8 812 SD 127 SD 601 SD 8 33 408 SD 602 SD 1 2 373 SD 373 SD 301 SD 302 SD 302 SD 361.I SD 311 SD 311 SD 304 SD 401 SD 334 SD 335 SD1 B 401 SD 3 652 SD 110 SD 8 8 8 8 8 125 SD 651 SD 101 SD 102 SD 102 SD 102 SD 101 SD 101 SD 653 SD 361.J SD 361.J SD B 315 SD 1 W4 462 SD 401 SD 522 SD 311 SD 1 2 1 9 371 SD 494 SD USE (1) TRIMMER STUD AND (1) KING STUD FOR ALL OPENINGS, UNLESS NOTED OTHERWISE ON FRAMING PLAN. xT/yK :x = # OF TRIMMERS y = # OF KING STUDS 2x4 HEM-FIR OR S.P.F. STUD GRADE STUDS AT 16" O.C. 2x4 HEM-FIR OR S.P.F. No. 2 STUDS AT 16" O.C. 2x4 HEM-FIR OR S.P.F. No. 2 STUDS AT 12" O.C. 2x6 HEM-FIR OR S.P.F. STUD GRADE STUDS AT 16" O.C. 2x6 HEM-FIR OR S.P.F. No. 2 STUDS AT 16" O.C. = INTERIOR BEARING WALL = CRIPPLE WALL 2x6 HEM-FIR OR S.P.F. No. 2 STUDS AT 12" O.C. N.L.B. = NON LOAD BEARING T.O.B. = TOP OF BEAM B.O.B. = BOTTOM OF BEAM ALL BEARING AND/OR EXTERIOR WALLS 2x6 2x4 HF OR SPF STUD GRADE STUDS AT O.C., U.N.O. HF OR SPF STUD GRADE STUDS AT 16" O.C., U.N.O. NON-BEARING INTERIOR WALLS HF OR SPF STUD GRADE AT 24" O.C., U.N.O. WALL WIDTH - PER ARCH.: HANGER SCHEDULE TRIMMER AND KING STUD SCHEDULE POST SCHEDULE STUD SCHEDULE LEGEND I-JOIST HANGERS SHALL BE SIZED TO MATCH I-JOISTS PER MANUFACTURER SPECIFICATIONS USE (1) POST FOR ALL BEAMS AND GIRDERS, UNLESS NOTED OTHERWISE = LUS24 = LUS26 = HUS26 = HGUS26 = HHUS26-2 = HGUS26-2 = IUS/ITS = IUS = ITS = MIT = MIU = HU A B C D E F Y ZX WU V 0 1 2 3 = (1) 2x STUD = NO POST REQUIRED = (2) 2x STUDS = (3) 2x STUDS 10 = 6x6 = 6x811 12 = 8x8= 4x69 8 = 4x4 = (7) 2x STUDS7= (4) 2x STUDS4 5 = (5) 2x STUDS 6 = (6) 2x STUDS W1 W2 W3 W4 W5 W6 TRUSS TO TRUSS CONNECTIONS SHALL BE THE RESPONSIBILITY OF THE TRUSS DESIGNER NOTE: HEADERS SPECIFIED AS (2) 2x4, (2) 2x6, (2) 2x8 MAY BE REPLACED BY A SINGLE 4x8 DF#2 SOLID HEADER * INDICATES THAT THIS HEADER MAY BE OMITTED IF GABLE END TRUSS IS DESIGNED TO SPAN ACROSS OPENING AND CARRY THE ADDITIONAL LOAD EXAMPLE: 2T/3K :(2) TRIMMERS AND (3) KING STUDS 24" 110 SD C 3 546 SD 2 2 546 SD 2 2 ALIGN TRUSS W/ EDGE OF STAIR OPENING 15" DEEP FLOOR GIRDER 15" DEEP FLOOR GIRDER TOP CHORD BEARING ALIGN WITH EDGE OF STAIR OPENING TRIPLE JOIST TOP CHORD BEARING 2x8 LEDGER ATTACH W/ (6) 0.131"x3" NAILS AT 24" O.C. OR EVERY WEB TRIPLE JOIST JB210A -TYP. (2) 2x10 (2) 2x10 (2) 2x8 FLUSH 5 1/2" x 15" GLB TOP CHORD BEARING 3 1/2" x 15" GLB (2 ) 2 x 6 (2) 2x6 FLUSH (2) 2x8 TOP CHORD BEARING AT BOTH ENDS(2 ) 2 x 4 DROPPED 4x10 CO N T I N U O U S 4x 1 0 CO N T I N U O U S 4x 1 0 TYP. TYP.TYP. FROM ABOVE TYP.TOP CHORD BEARING CRIPPLE FROM ABOVE *(2) 2x4 (2 ) 2 x 4 SHARED BEARING ON WALL - 3" MIN. BEARING FOR GLB ON WALL TYP. DOUBLE JOIST DOUBLE JOIST 604 SD 491 SD 492 SD 408 SD 401 SD 401 SD 408 SD 408 SD 408 SD 401 SD 401 SD 522 SD TYP. TYP. TYP. *(2) 2x4 (2 ) 2 x 6 *(2) 2x4 *(2) 2x6 *(2) 2x6*(2) 2x6 (2 ) 2 x 6 FE L T E N G R O U P , I N C . H E R E B Y E X P R E S S L Y RE S E R V E S T H E I R C O M M O N L A W C O P Y R I G H T A N D OT H E R P R O P E R T Y R I G H T S I N T H E S E C O N S T R U C T I O N DO C U M E N T S . T H E S E C O N S T R U C T I O N D O C U M E N T S AR E A N I N S T R U M E N T O F S E R V I C E F O R F E L T E N GR O U P , I N C . A N D S H A L L N O T B E C H A N G E D , CO P I E D , O R R E P R O D U C E D I N A N Y F O R M O R MA N N E R , N O R A R E T H E Y T O B E A S S I G N E D T O A N Y TH I R D P A R T Y W I T H O U T F I R S T O B T A I N I N G T H E EX P R E S S W R I T T E N P E R M I S S I O N A N D C O N S E N T O F FE L T E N G R O U P , I N C . CO N T R A C T O R S S H A L L V E R I F Y A N D B E RE S P O N S I B L E F O R A L L D I M E N S I O N S A N D CO N D I T I O N S O N T H E J O B A N D S H A L L N O T I F Y FE L T E N G R O U P , I N C . O F A N Y V A R I A T I O N S F R O M TH E D I M E N S I O N S A N D C O N D I T I O N S S H O W N B Y TH E S E C O N S T R U C T I O N D O C U M E N T S . © C O P Y R I G H T 2 0 1 6 F E L T E N G R O U P , I N C . DATE: DATE:DRAWN BY: CHECKED BY: JOB NUMBER: SERIES SUBDIVISION PLAN NUMBER SHEET NUMBER TI T L E : la r i s s a . a n a y a F e b 0 7 , 2 0 2 5 - 1 0 : 5 0 a m \ \ v m w a s h i n g t o n \ w a s h i n g t o n \ L G I H o m e s \ S e a t t l e \ S h e l m M e a d o w s \ 3 0 W i d e S e r i e s \ P l a n 1 8 4 3 \ A c t i v e F o l d e r \ 1 8 4 3 - 0 3 - F r a m i n g P l a n . d w g 11 4 1 0 N E 1 2 4 T H S T . SU I T E 1 0 3 KI R K L A N D 20 6 - 4 4 5 - 5 3 2 6 L. ANAYA 02/14/2025 L. ANAYA 02/14/2025 HAWTHORN SHELM MEADOWS 1843 WA 9 8 0 3 4 EXPIRES: 04/28/2025 J 54005 A C O B E.MOR G A N STAT E O F WASHI N G T O N P R O F ESSIONA L E N G I N E E RR EGISTE R E D 02/07/2025 FL O O R F R A M I N G P L A N EL E V A T I O N A S2.1 START LAYOUT HERE 18" OPEN WEB FLOOR TRUSSES AT 24" O.C. U.N.O. 9' - 7 " 17 ' - 1 0 " 8' - 7 " 2'-0"2'-0"1'-8 1/4"1'-0" DRAG TRUSS OR SHEAR BOX BETWEEN TRUSSES PER DETAIL 361 FOR 6 BAYS ST A R T L A Y O U T H E R E 2x 1 0 J O I S T S A T 1 9 . 2 " O . C . . , U. N . O . 8 812 SD 127 SD 601 SD 8 33 408 SD 602 SD 1 2 373 SD 373 SD 301 SD 302 SD 302 SD 361.I SD 311 SD 311 SD 304 SD 401 SD 334 SD 335 SD1 B 401 SD 3 652 SD 110 SD 8 8 8 8 8 125 SD 651 SD 101 SD 102 SD 102 SD 102 SD 101 SD 101 SD 653 SD 361.J SD 361.J SD B 315 SD 1 W4 462 SD 401 SD 522 SD 311 SD 1 2 1 9 371 SD 494 SD USE (1) TRIMMER STUD AND (1) KING STUD FOR ALL OPENINGS, UNLESS NOTED OTHERWISE ON FRAMING PLAN. xT/yK :x = # OF TRIMMERS y = # OF KING STUDS 2x4 HEM-FIR OR S.P.F. STUD GRADE STUDS AT 16" O.C. 2x4 HEM-FIR OR S.P.F. No. 2 STUDS AT 16" O.C. 2x4 HEM-FIR OR S.P.F. No. 2 STUDS AT 12" O.C. 2x6 HEM-FIR OR S.P.F. STUD GRADE STUDS AT 16" O.C. 2x6 HEM-FIR OR S.P.F. No. 2 STUDS AT 16" O.C. = INTERIOR BEARING WALL = CRIPPLE WALL 2x6 HEM-FIR OR S.P.F. No. 2 STUDS AT 12" O.C. N.L.B. = NON LOAD BEARING T.O.B. = TOP OF BEAM B.O.B. = BOTTOM OF BEAM ALL BEARING AND/OR EXTERIOR WALLS 2x6 2x4 HF OR SPF STUD GRADE STUDS AT O.C., U.N.O. HF OR SPF STUD GRADE STUDS AT 16" O.C., U.N.O. NON-BEARING INTERIOR WALLS HF OR SPF STUD GRADE AT 24" O.C., U.N.O. WALL WIDTH - PER ARCH.: HANGER SCHEDULE TRIMMER AND KING STUD SCHEDULE POST SCHEDULE STUD SCHEDULE LEGEND I-JOIST HANGERS SHALL BE SIZED TO MATCH I-JOISTS PER MANUFACTURER SPECIFICATIONS USE (1) POST FOR ALL BEAMS AND GIRDERS, UNLESS NOTED OTHERWISE = LUS24 = LUS26 = HUS26 = HGUS26 = HHUS26-2 = HGUS26-2 = IUS/ITS = IUS = ITS = MIT = MIU = HU A B C D E F Y ZX WU V 0 1 2 3 = (1) 2x STUD = NO POST REQUIRED = (2) 2x STUDS = (3) 2x STUDS 10 = 6x6 = 6x811 12 = 8x8= 4x69 8 = 4x4 = (7) 2x STUDS7= (4) 2x STUDS4 5 = (5) 2x STUDS 6 = (6) 2x STUDS W1 W2 W3 W4 W5 W6 TRUSS TO TRUSS CONNECTIONS SHALL BE THE RESPONSIBILITY OF THE TRUSS DESIGNER NOTE: HEADERS SPECIFIED AS (2) 2x4, (2) 2x6, (2) 2x8 MAY BE REPLACED BY A SINGLE 4x8 DF#2 SOLID HEADER * INDICATES THAT THIS HEADER MAY BE OMITTED IF GABLE END TRUSS IS DESIGNED TO SPAN ACROSS OPENING AND CARRY THE ADDITIONAL LOAD EXAMPLE: 2T/3K :(2) TRIMMERS AND (3) KING STUDS 24" 110 SD C 3 546 SD 2 2 546 SD 2 2 ALIGN TRUSS W/ EDGE OF STAIR OPENING 15" DEEP FLOOR GIRDER 15" DEEP FLOOR GIRDER TOP CHORD BEARING ALIGN WITH EDGE OF STAIR OPENING TRIPLE JOIST TOP CHORD BEARING 2x8 LEDGER ATTACH W/ (6) 0.131"x3" NAILS AT 24" O.C. OR EVERY WEB TRIPLE JOIST JB210A -TYP. (2) 2x10 (2) 2x10 (2) 2x8 FLUSH 5 1/2" x 15" GLB TOP CHORD BEARING 3 1/2" x 15" GLB (2 ) 2 x 6 (2) 2x6 FLUSH (2) 2x8 TOP CHORD BEARING AT BOTH ENDS(2 ) 2 x 4 DROPPED 4x10 CO N T I N U O U S 4x 1 0 CO N T I N U O U S 4x 1 0 TYP. TYP.TYP. FROM ABOVE TYP.TOP CHORD BEARING CRIPPLE FROM ABOVE *(2) 2x4 (2 ) 2 x 4 SHARED BEARING ON WALL - 3" MIN. BEARING FOR GLB ON WALL TYP. DOUBLE JOIST DOUBLE JOIST 604 SD 491 SD 492 SD 408 SD 401 SD 401 SD 401 SD 401 SD 401 SD 401 SD 401 SD 443 SD 441 SD 441 SD 443 SD 443 SD 451 SD 11 404 SD 1 11 TYP. TYP. TYP. (2) 2x4 (2 ) 2 x 6 (2) 2x4 (2) 2x6 *(2) 2x6*(2) 2x6 (2 ) 2 x 6 TYP. FROM ABOVE FROM ABOVE FROM ABOVE FE L T E N G R O U P , I N C . H E R E B Y E X P R E S S L Y RE S E R V E S T H E I R C O M M O N L A W C O P Y R I G H T A N D OT H E R P R O P E R T Y R I G H T S I N T H E S E C O N S T R U C T I O N DO C U M E N T S . T H E S E C O N S T R U C T I O N D O C U M E N T S AR E A N I N S T R U M E N T O F S E R V I C E F O R F E L T E N GR O U P , I N C . A N D S H A L L N O T B E C H A N G E D , CO P I E D , O R R E P R O D U C E D I N A N Y F O R M O R MA N N E R , N O R A R E T H E Y T O B E A S S I G N E D T O A N Y TH I R D P A R T Y W I T H O U T F I R S T O B T A I N I N G T H E EX P R E S S W R I T T E N P E R M I S S I O N A N D C O N S E N T O F FE L T E N G R O U P , I N C . CO N T R A C T O R S S H A L L V E R I F Y A N D B E RE S P O N S I B L E F O R A L L D I M E N S I O N S A N D CO N D I T I O N S O N T H E J O B A N D S H A L L N O T I F Y FE L T E N G R O U P , I N C . O F A N Y V A R I A T I O N S F R O M TH E D I M E N S I O N S A N D C O N D I T I O N S S H O W N B Y TH E S E C O N S T R U C T I O N D O C U M E N T S . © C O P Y R I G H T 2 0 1 6 F E L T E N G R O U P , I N C . DATE: DATE:DRAWN BY: CHECKED BY: JOB NUMBER: SERIES SUBDIVISION PLAN NUMBER SHEET NUMBER TI T L E : la r i s s a . a n a y a F e b 0 7 , 2 0 2 5 - 1 0 : 5 0 a m \ \ v m w a s h i n g t o n \ w a s h i n g t o n \ L G I H o m e s \ S e a t t l e \ S h e l m M e a d o w s \ 3 0 W i d e S e r i e s \ P l a n 1 8 4 3 \ A c t i v e F o l d e r \ 1 8 4 3 - 0 3 - F r a m i n g P l a n . d w g 11 4 1 0 N E 1 2 4 T H S T . SU I T E 1 0 3 KI R K L A N D 20 6 - 4 4 5 - 5 3 2 6 L. ANAYA 02/14/2025 L. ANAYA 02/14/2025 HAWTHORN SHELM MEADOWS 1843 WA 9 8 0 3 4 EXPIRES: 04/28/2025 J 54005 A C O B E.MOR G A N STAT E O F WASHI N G T O N P R O F ESSIONA L E N G I N E E RR EGISTE R E D 02/07/2025 FL O O R F R A M I N G P L A N EL E V A T I O N B S2.1 3 3 33 3 541.O SD 541.O SD3 3 541 SD 541.O SD 541 SD 3 3 3 541 SD 541 SD 541.O SD 541.O SD 541.O SD 541.O SD 3 4 MATERIAL: NAILS: NAIL SPACING: 7/16" MIN. RATED SHEATHING .131" x 2 1/2" NAILS STUDS @ 16" O.C. EDGE 6" O.C. FIELD 12" O.C. STUDS @ 24" O.C. SOLE PLATE:0.131" x 3" NAILS AT 4" O.C. NAIL SPACING: EDGE 4" O.C. SOLE PLATE:0.131" x 3" NAILS AT 3" O.C. NAIL SPACING: SOLE PLATE:0.131" x 3" NAILS AT 2" O.C. STAGGERED ** 3" O.C. EDGE NAIL SPACING: SOLE PLATE: EDGE 2" O.C. NOTES: - EACH END OF A SHEAR WALL SHALL HAVE A MINIMUM OF (2) STUDS UNLESS NOTED OTHERWISE. - BRACED/SHEAR WALLS SHALL HAVE DOUBLE TOP PLATES. WHEN DOUBLE TOP PLATES AT BRACED/SHEAR WALLS ARE CUT, ADD A MSTC52 STRAP ON EACH SIDE OF WALL WITH (48) 0.148" x 3 1/4" NAILS. -SOLE PLATE NAILING PROVIDED WHEN SHEAR/BRACED WALL IS LOCATED OVER WOOD FLOOR SYSTEM BELOW. -OSB MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, UNO. -WASHER OF ANCHOR BOLTS SHALL EXTEND TO WITHIN 1/2" OF THE EDGE OF THE BOTTOM PLATE ON THE SIDE WITH SHEATHING AT ALL SINGLE - SIDED HOLDOWN SCHEDULE BRACED/SHEAR WALL SCHEDULE 0.162" x 3 1/2" NAILS AT 2" O.C. STAGGERED ** 3 4 5 6 (2) 0.131" x 3" NAILS AT 6" O.C. - STAGGERED - AT DOUBLE 2x MEMBERS ONLY PANEL EDGE NAILING PER SCHEDULE ABOVEADJOINING PANEL EDGE TYPICAL ADJOINING PANEL EDGES - DOUBLE 2x FRAMING MEMBER OR 3x FRAMING MEMBER MIN. OR FLAT 2x4 MIN. INCREASED WIDTH AT ADJOINING PANEL EDGES REQUIRED AS NOTED ON PLANS AND 6AT ALL WALLS -EDGE NAILS SHALL BE STAGGERED 1/2" WHEN 2" O.C. SPACING IS SPECIFIED. -INCREASED WIDTH ONLY REQUIRED AT ADJOINING PANEL EDGES. 6 WALLS MARK DETAIL 832 1.RJ AFTER CALLOUT INDICATES STHD'S FOR RIM JOIST APPLICATIONS POST-SETCAST-IN-PLACE LSTHD8 STHD10 STHD14 MASA N/A N/A LTT20B W/ 1/2" DIA. TITEN HD W/ 3 1/4" MIN. EMBED. MIN. WOOD MEMBER SIZE (2) 2x (2) 2x4 OR (1) 2x6 (3) 2x (2) 2x (2) 2x (3) 2x (2) 2x - AT LTT20B ONLY VERTICAL WOOD TO WOOD STRAP VERTICAL CS16 STRAP CLEAR SPAN + 28" W/ (26) 0.131" x 2 1/2" NAILS. VERTICAL CMSTC16 STRAP CLEAR SPAN + 38" W/ (44) 0.131" x 3" NAILS. OR (2) VERTICAL CS16 STRAPS CLEAR SPAN + 28" W/ (26) 0.131" x 2 1/2" NAILS EACH STRAP. D E F G H I A B C (1) 2x (2) 2x MARK WOOD TO CONCRETE HOLDOWN HTT5-3/4 W/ 5/8" DIA. TITEN HD W/ 4" MIN. EMBED. LTT20B W/ 1/2" DIA. TITEN HD W/ 3 1/4" MIN. EMBED. LTT20B W/ 1/2" DIA. HEAVY HEX BOLT, HEADED STUD, J-BOLT OR L-BOLT W/ 2 3/4" EMBED. HTT5-3/4 DIA. HEAVY HEX BOLT OR HEADED STUD W/ 4 1/8" EMBED HDU8-SDS2.5 W/ 7/8" DIA. HEAVY HEX BOLT OR HEADED STUD W/ 6 1/2" EMBED HDU8-SDS2.5 W/ 3/4" DIA. TITEN HD W/ 5 1/2" MIN. EMBED. ** AT STAGGERED NAILING: PROVIDE MIN. 3" WIDE FRAMING MEMBER BELOW SOLE PLATE/SHEATHING - DOUBLE 2x MEMBER ALLOWABLE. FIELD 6" O.C.* STUDS @ 16" O.C. FIELD 12" O.C. STUDS @ 24" O.C. FIELD 6" O.C. STUDS @ 16" O.C. FIELD 12" O.C. STUDS @ 24" O.C. FIELD 6" O.C. STUDS @ 16" O.C. FIELD 12" O.C. STUDS @ 24" O.C. FIELD 6" O.C. AT WALLS LABELED AS "BRACED", 12" O.C. FIELD NAILING MAY BE USED WITH STUDS AT 24" O.C.3 BRACED* 832SD 5 and 5 and 3 3 541.O SD 546 SD 546 SD F F F F CS20x36"CS20x36" CS20x36"CS20x36" NAILING PER DETAIL 546 FE L T E N G R O U P , I N C . H E R E B Y E X P R E S S L Y RE S E R V E S T H E I R C O M M O N L A W C O P Y R I G H T A N D OT H E R P R O P E R T Y R I G H T S I N T H E S E C O N S T R U C T I O N DO C U M E N T S . T H E S E C O N S T R U C T I O N D O C U M E N T S AR E A N I N S T R U M E N T O F S E R V I C E F O R F E L T E N GR O U P , I N C . A N D S H A L L N O T B E C H A N G E D , CO P I E D , O R R E P R O D U C E D I N A N Y F O R M O R MA N N E R , N O R A R E T H E Y T O B E A S S I G N E D T O A N Y TH I R D P A R T Y W I T H O U T F I R S T O B T A I N I N G T H E EX P R E S S W R I T T E N P E R M I S S I O N A N D C O N S E N T O F FE L T E N G R O U P , I N C . CO N T R A C T O R S S H A L L V E R I F Y A N D B E RE S P O N S I B L E F O R A L L D I M E N S I O N S A N D CO N D I T I O N S O N T H E J O B A N D S H A L L N O T I F Y FE L T E N G R O U P , I N C . O F A N Y V A R I A T I O N S F R O M TH E D I M E N S I O N S A N D C O N D I T I O N S S H O W N B Y TH E S E C O N S T R U C T I O N D O C U M E N T S . © C O P Y R I G H T 2 0 1 6 F E L T E N G R O U P , I N C . DATE: DATE:DRAWN BY: CHECKED BY: JOB NUMBER: SERIES SUBDIVISION PLAN NUMBER SHEET NUMBER TI T L E : la r i s s a . a n a y a F e b 0 7 , 2 0 2 5 - 1 0 : 5 1 a m \ \ v m w a s h i n g t o n \ w a s h i n g t o n \ L G I H o m e s \ S e a t t l e \ S h e l m M e a d o w s \ 3 0 W i d e S e r i e s \ P l a n 1 8 4 3 \ A c t i v e F o l d e r \ 1 8 4 3 - 0 4 - B r a c e d W a l l . d w g 11 4 1 0 N E 1 2 4 T H S T . SU I T E 1 0 3 KI R K L A N D 20 6 - 4 4 5 - 5 3 2 6 L. ANAYA 02/14/2025 L. ANAYA 02/14/2025 HAWTHORN SHELM MEADOWS 1843 WA 9 8 0 3 4 EXPIRES: 04/28/2025 J 54005 A C O B E.MOR G A N STAT E O F WASHI N G T O N P R O F ESSIONA L E N G I N E E RR EGISTE R E D 02/07/2025 B R A C E D / S H E A R W A L L P L A N S3.1 FE L T E N G R O U P , I N C . H E R E B Y E X P R E S S L Y RE S E R V E S T H E I R C O M M O N L A W C O P Y R I G H T A N D OT H E R P R O P E R T Y R I G H T S I N T H E S E C O N S T R U C T I O N DO C U M E N T S . T H E S E C O N S T R U C T I O N D O C U M E N T S AR E A N I N S T R U M E N T O F S E R V I C E F O R F E L T E N GR O U P , I N C . A N D S H A L L N O T B E C H A N G E D , CO P I E D , O R R E P R O D U C E D I N A N Y F O R M O R MA N N E R , N O R A R E T H E Y T O B E A S S I G N E D T O A N Y TH I R D P A R T Y W I T H O U T F I R S T O B T A I N I N G T H E EX P R E S S W R I T T E N P E R M I S S I O N A N D C O N S E N T O F FE L T E N G R O U P , I N C . CO N T R A C T O R S S H A L L V E R I F Y A N D B E RE S P O N S I B L E F O R A L L D I M E N S I O N S A N D CO N D I T I O N S O N T H E J O B A N D S H A L L N O T I F Y FE L T E N G R O U P , I N C . O F A N Y V A R I A T I O N S F R O M TH E D I M E N S I O N S A N D C O N D I T I O N S S H O W N B Y TH E S E C O N S T R U C T I O N D O C U M E N T S . © C O P Y R I G H T 2 0 1 6 F E L T E N G R O U P , I N C . DATE: DATE:DRAWN BY: CHECKED BY: JOB NUMBER: SERIES SUBDIVISION PLAN NUMBER SHEET NUMBER TI T L E : la r i s s a . a n a y a F e b 0 7 , 2 0 2 5 - 1 0 : 5 1 a m \ \ v m w a s h i n g t o n \ w a s h i n g t o n \ L G I H o m e s \ S e a t t l e \ S h e l m M e a d o w s \ 3 0 W i d e S e r i e s \ P l a n 1 8 4 3 \ A c t i v e F o l d e r \ 1 8 4 3 - 0 5 - S t r u c t u r a l d e t a i l s . d w g 11 4 1 0 N E 1 2 4 T H S T . SU I T E 1 0 3 KI R K L A N D 20 6 - 4 4 5 - 5 3 2 6 L. ANAYA 02/14/2025 L. ANAYA 02/14/2025 HAWTHORN SHELM MEADOWS 1843 WA 9 8 0 3 4 EXPIRES: 04/28/2025 J 54005 A C O B E.MOR G A N STAT E O F WASHI N G T O N P R O F ESSIONA L E N G I N E E RR EGISTE R E D 02/07/2025 ST R U C T U R A L DE T A I L S SD 6" M I N . STEM WALL SCALE: 3/4" = 1'-0"002 SEE FOUNDATION PLAN FOR ANCHOR BOLT AND SOLE PLATE DETAIL REQUIREMENTS IF WALL HEIGHT EXCEEDS 27": SEE BELOW* (1) #4 CONTINUOUS HORIZONTAL REBAR AT TOP OF WALL - CENTERED IN WALL FINISH GRADE OR SLAB #4 J-BARS AT 4'-0" O.C. -NOT REQUIRED WHEN FOOTING AND STEM POURED IN SAME POUR (MONOPOUR) (1) #4 HORIZONTAL CONTINUOUS REBAR - CENTERED IN FOOTING VARIES 6" CONCRETE STEM WALL SE E F O U N D A T I O N P L A N FO R M I N I M U M D E P T H CONTINUOUS CONCRETE FOOTING SEE NOTES BELOW FOR SIZE 1 3/4" MIN. RE T A I N E D HE I G H T ( R H ) FINISHED GRADE OR SLAB 4'-0" MAX RETAINED HEIGHT C L R . 3" SEE FDN PLAN 4' - 6 " M A X . 14" MIN. INTO STEM WALL SEE FDN PLAN NOTE: CONTINUOUS REBAR SHALL BE BENT UNDER POURED IN PLACE VENTS WITH 3" CLEARANCE SE E F D N PL A N 4' - 0 " M A X *AT WALL HEIGHTS OVER 27", ADD HORIZONTAL REBAR AT 18" O.C. FT G TH I C K N E S S 1 1/2" 2" BEND DIA. - STANDARD HOOK CLR. FI N I S H GR A D E J-BAR HOOK MAY BE ORIENTED PARALLEL TO FOOTING TO MAINTAIN MIN. 1 1/2" CLEAR FROM EDGE OF FOOTING 3" TO 5" SLAB OVER STEM WALL 6" MI N . 024 SCALE: 3/4" = 1'-0" SEE ARCH. PLANS AND NOTE BELOW CONCRETE SLAB - SEE FOUNDATION PLAN NOTE: SLAB OVERHANG SHOWN AS EXAMPLE. NO OVERHANG REQUIRED. SLAB EDGE MAY BE FLUSH WITH STEM WALL. SLAB TO STEM WALL JOINT MAY OCCUR ABOVE, AT, OR BELOW GRADE LEVEL. SEE NOTE BELOW PLATE CONNECTION TO FOUNDATION SCALE: 3/4" = 1'-0"040 6" M I N . PLATE SHALL MATCH WIDTH AND LOCATION OF WALL ABOVE U.N.O. ON FOUNDATION PLAN 10" LONG ANCHOR BOLTS W/ 7" EMBEDMENT DEPTH. ANCHOR DIAMETER AND SPACING PER FOUNDATION PLAN. USE PROPERLY SIZED NUT AND 3" SQ. x 0.229" THICK WASHER. MIN. (2) BOLTS PER PLATE AND 12" MAX FROM END OF PLATE. AT STANDARD WALL FINISH GRADE 2x PRESSURE TREATED PLATE NOTE: ANCHOR BOLTS MAY BE SUBSTITUTED WITH MASA/MASAP MUDSILL ANCHORS PER CHART ON FOUNDATION PLAN. ANCHORS SHALL BE INSTALLED PER MANUFACTURER RECOMMENDATIONS. SLAB AT RAISED FOUNDATION WALL043 SCALE: 3/4" = 1'-0" SLOPE TO DRAIN OPTIONAL: (1) 2'-0" LONG #4 BREAK-OUT BAR AT 24" O.C. - BEND EXPOSED END INTO PORCH PRIOR TO PORCH SLAB POUR AND PROVIDE MINMUM 1 1/2" COVER FOR REBAR. BAR TO BE SET VERTICAL OUT OF FORM THEN BENT DOWN INTO CONCRETE PORCH AFTER FORMS ARE REMOVED. SEE BUILDER SPECIFICATIONS FOR REQUIREMENTS CONCRETE STEM WALL - SEE FOUNDATION PLAN CONCRETE SLAB SEE FOUNDATION PLAN FOR THICKNESS NOTE: SEE FOUNDATION PLAN FOR REINFORCEMENT REQUIREMENTS. WHERE NO SPECIFICATION IS PROVIDED, PLAIN CONCRETE MAY BE USED. LINE OF TOP OF STEM WALL BEYOND REBAR IN STANDARD WALL ADD (1) #4 CONTINUOUS HORIZONTAL REBAR AT RAISED STEM WALL LOCATION 10" LONG ANCHOR BOLTS W/ 7" EMBEDMENT DEPTH. ANCHOR DIAMETER AND SPACING PER FOUNDATION PLAN. USE PROPERLY SIZED NUT AND 3" SQ. x 0.229" THICK WASHER. MIN. (2) BOLTS PER PLATE AND 12" MAX FROM END OF PLATE. 2x PRESSURE TREATED PLATE. PLATE SHALL BE FULL WIDTH OF STEM WALL WHERE TOP FLANGE HANGERS ARE SPECIFIED ON FRAMING PLANS. PERPENDICULAR JOIST AT STEM WALL101SCALE: 3/4" = 1'-0" 6" MI N . FINISH GRADE (2) 0.131" x 2 1/2" TOENAILS FROM JOIST TO BOTTOM PLATE EDGE NAILING FROM SHEATHING TO PLATE (1) 0.131" x 3" NAIL TOP AND BOTTOM INTO JOIST CONTINUOUS RIM BOARD MATCH DEPTH OF JOISTS FLOOR JOIST - SEE FRAMING PLAN 0.131" x 3" NAILS AT 16" O.C. FROM PLATE TO RIM BOARD - U.N.O. MAY VARY AT BRACED/SHEAR WALL LOCATIONS FLOOR SHEATHING - SEE GSN FOR FASTENER REQUIREMENTS NOTE: PROVIDE 2x CRIPPLE STUDS CONTINUOUS TO FOUNDATION AT ALL LOCATIONS SHOWN ON FRAMING PLANS AND ALL LOCATIONS OF 2 OR MORE TRIMMERS/POSTS ABOVE - MATCH POST/TRIMMER COUNT ABOVE, UNO. NO CRIPPLE STUDS ARE REQUIRED UNDER KING STUDS AT OPENINGS. CRIPPLE STUD - SEE FRAMING PLAN AND NOTE BELOW NAIL SHEATHING PER SHEAR WALL NAILING ABOVE OR PER GSN AT NON SHEAR/BRACED WALL LOCATIONS PARALLEL JOIST AT STEM WALL102 SCALE: 3/4" = 1'-0" 6" MI N . FINISH GRADE EDGE NAILING FROM SHEATHING TO PLATE (1) 0.131" x 3" NAIL TOP AND BOTTOM INTO BLOCKING FLOOR JOIST - SEE FRAMING PLAN FULL DEPTH BLOCKING AT 48" O.C. ONLY REQUIRED PER NOTE BELOW (2) 0.131" x 2 1/2" TOENAILS FROM BLOCKING TO SOLE PLATE, WHERE REQUIRED CONTINUOUS RIM BOARD MATCH DEPTH OF JOISTS FLOOR SHEATHING - SEE GSN FOR FASTENER REQUIREMENTS 0.131" x 3" NAILS AT 16" O.C. FROM PLATE TO RIM BOARD - U.N.O. MAY VARY AT BRACED/SHEAR WALL LOCATIONS NOTE: PROVIDE 2x CRIPPLE STUDS CONTINUOUS TO FOUNDATION AT ALL LOCATIONS SHOWN ON FRAMING PLANS AND ALL LOCATIONS OF 2 OR MORE TRIMMERS/POSTS ABOVE - MATCH POST/TRIMMER COUNT ABOVE, UNO. NO CRIPPLE STUDS ARE REQUIRED UNDER KING STUDS AT OPENINGS. CRIPPLE STUD - SEE FRAMING PLAN AND NOTE BELOW NAIL SHEATHING PER SHEAR WALL NAILING ABOVE OR PER GSN AT NON SHEAR/BRACED WALL LOCATIONS (1) 0.131" x 3" NAIL TOP AND BOTTOM INTO BLOCKING, WHERE REQUIRED NOTE: FULL DEPTH BLOCKING ONLY REQUIRED AT LOCATIONS WHERE EXTERIOR TO CRAWLSPACE GRADE DIFFERENTIAL EXCEEDS 4' JOIST AT RAISED STEM WALL110 SCALE: 3/4" = 1'-0" TOP FLANGE HANGER - SEE FRAMING PLAN 3/4" P.T. SOLE PLATE - FLUSH TO INSIDE FACE OF WALL *MAX FLOOR SHEATHING - SEE GSN FOR FASTENER REQUIREMENTS 0.131" x 3" NAILS AT 12" O.C. FROM PLATE TO RIM BOARD - U.N.O. MAY VARY AT BRACED/SHEAR WALL LOCATIONS EDGE NAILING FROM SHEATHING TO PLATE FLOOR JOIST - SEE FRAMING PLAN. 2x JOIST SHOWN, SIM. AT I-JOIST ISOLATE WOOD FROM CONCRETE W/ 30# BUILDING PAPER OR OTHER APPROVED VAPOR RETARDER CONCRETE SLAB - WHERE OCCURS - SEE FOUNDATION PERPENDICULAR PARALLEL FLOOR JOIST - SEE FRAMING PLAN. 2x JOIST SHOWN, SIM. AT I-JOIST SEE PERPENDICULAR ORIENATION FOR INFORMATION NOT SHOWN *USE RIPPED PT 2x4 TO FILL GAP POST BASE CONNECTION SCALE: 3/4" = 1'-0" 125 SEE FOUNDATION PLAN FOR DIMENSIONS BUILT-UP OR SOLID WOOD POST - SEE FRAMING PLAN PRESERVATIVE TREATED OR ISOLATED FROM CONCRETE CONCRETE FOOTING - SEE FOUNDATION PLAN FOR SIZE ATTACH POST TO FOOTING WITH HARDWARE PER NOTE BELOW SE E FO U N D A T I O N PL A N FINAL GRADE REINFORCEMENT - ONLY REQUIRED WHERE SPECIFIED ON FOUNDATION PLAN. SEE FOUNDATION PLAN FOR SIZE AND SPACING. 3" CL R ALLOWABLE HARDWARE CONNECTIONS FOR POST TO FOOTING: -MAB15 -POST- SET ABE OR ABU (SIZE PER POST) W/ 1/2" OR 5/8" DIA (SIZE PER POST BASE) x 4" LONG CONCRETE SCREW - PRESERVATIVE TREATED POST NOT REQUIRED -(1) A34 OR (1) A35 ATTACHED TO CONCRETE WITH POWDER ACTUATED PINS* -A24 W/ 1/2" DIA. J-BOLT CONCRETE PEDESTAL MAY BE PLACED ON FOOTING PER GSN SPECIFICATIONS *POWDER ACTUATED PINS MAY BE REPLACED WITH (1) 1 1/2" FLUTED MASONRY NAIL. (2) NAILS REQUIRED FROM ANGLE TO WOOD POST 127 COLUMN AT FOOTING SCALE: 3/4" = 1'-0" ISOLATION FOAM OR 30 LB. FELT AT CONCRETE SLAB ATTACH POST TO CONCRETE FOOTING PER ALLOWABLE ATTACHMENTS BELOW P.T. WOOD POST - SEE FRAMING PLAN CONCRETE SLAB - SEE FOUNDATION PLAN NOTE: ISOLATE POST FROM CONCRETE POST TO CONCRETE ATTACHMENT: - (1) MAB15 - (2) A34 OR A35 W/ PINS TO CONCRETE - ABE OR ABU W/ 1/2" OR 5/8" DIA. x 4" LONG CONCRETE SCREW SIZE PER POST PASE HOLDOWN LOCATION & ATTACHMENT TO FRAMING SCALE: 3/4" = 1'-0"130 (2) CS16 - FLOOR DEPTH + 28" HOLDOWN PER PLAN STRAP - LENGTH ·USE TABLE FOR CRIPPLE WALLS TALLER THAN 1' ·FOR CRIPPLE WALLS 1' OR SHORTER, USE "RJ" VERSION OF HOLDOWN AND PROVIDE SOLID BLOCKING THROUGH FLOOR SYSTEM D 3" OPENING ROUGH OPENING EXTERIOR CORNER 1 1/2" INTERIOR CORNER D E PLAN VIEW MID-WALL EDGE OF SHEATHING PANEL1 1/2" HOLDOWN DIMENSION 4 1/2" 6" 3" # OF TRIMMERS DIMENSION - D 1 2 3 NOTE: HOLDOWN DIMENSIONS SHOWN ON FOUNDATION PLAN SUPERCEDE DIMENSIONS SHOWN HERE TRIMMERS AND KING STUDS PER PLAN ADD 1 1/2" TO "D" FOR EACH ADDITIONAL TRIMMER 4x6 OR 6x6 CRIPPLE POST SHIFT HOLDOWN AS REQ'D. TO AVOID STRAPS ABOVE STRAP PER TABLE BELOW (3) CS16 - FLOOR DEPTH + 28" HOLDOWN AT ORIGINAL LOCATION 1' - 2 " 1' - 2 " HOLDOWN-PER PLAN STRAP PER TABLE BELOW 4x6 POST IN 2x4 WALL OR 6x6 POST IN 2x6 WALL A A B B A-A STRAP PER TABLE BELOW B-B 2x SILL PLATE 2x SILL PLATE AT HOLDOWNS "E" & "F" ONLY: (1) 2x CRIPPLE POST. ATTACH TO 4x6 OR 6x6 POST W/ (14) 0.131" x 3 1/2" NAILS. F& (2) 2x POSTS AT "D" HOLDOWN. (3) 2x POSTS AT "E" & "F" HOLDOWN NOTE: DIMENSIONS SHOWN FROM OPENINGS ARE FROM EDGE OF ROUGH OPENING, COORDINATE WITH FRAMING FOR ROUGH OPENING DIMENSIONS. NOTE: HOLDOWN AND STRAPS SHALL NOT OVERLAP. SHIFT HOLDOWN AS NECESSARY TO AVOID OVERLAP. 3" AS NECESSARY HOLDOWN AT CRIPPLE WALL PERPENDICULAR TRUSS AT 301 2x WOOD STUDS - SEE FRAMING PLAN NAILING PER BRACED/SHEAR WALL PLAN TO MATCH BRACED/SHEAR WALL BELOW OR WALL SHEATHING W/ NAILING PER GSN AT NON BRACED/SHEAR WALL LOCATIONS CONTINUOUS DOUBLE TOP PLATE - BEARING 2x WOOD STUDS - SEE FRAMING PLAN FLOOR SHEATHING - SEE GSN FOR FASTENER REQUIREMENTS FLOOR TRUSS - SEE FRAMING PLAN 0.131" x 3" NAILS AT 16" O.C. - U.N.O. - VARIES AT BRACED/SHEAR WALL LOCATIONS ALTERNATE BEAM LOCATION - SEE FRAMING PLAN 2x4 MIN. CONTINUOUS RIBBON ALONG NOTCH AT TOP CHORD OF FLOOR TRUSS W/ (2) 0.131" x 3" NAILS AT EVERY FLOOR TRUSS SCALE: 3/4" = 1'-0" SHIM TIGHT AS NEEDED CONTINUOUS WOOD PANEL WALL SHEATHING EXTERIOR WALL NOTE: PROVIDE 2x CRIPPLE STUDS CONTINUOUS TO FOUNDATION AT ALL LOCATIONS SHOWN ON FRAMING PLANS IDENTIFYING POSTS FROM ABOVE - MATCH POST/TRIMMER COUNT ABOVE, UNO. NO CRIPPLE STUDS ARE REQUIRED UNDER KING STUDS AT OPENINGS. CRIPPLE STUD - SEE FRAMING PLAN AND NOTE BELOW EDGE NAILING EDGE NAILING SHEATHING SPLICES SHALL OCCUR ON COMMON FRAMING MEMBER - WITH BOTH SHEETS NAILING INTO SAME WOOD MEMBER. SHEATHING SPLICES THAT DO NOT OCCUR OVER SINGLE MEMBER SHALL HAVE LTP4'S ADDED AT SPLICE AT 24" O.C. PARALLEL TRUSS AT EXTERIOR WALL302 2x WOOD STUDS - SEE FRAMING PLAN - TYP. FLOOR TRUSS - SEE FRAMING PLAN 0.131" x 3" NAILS AT 16" O.C. - U.N.O. - MAY VARY AT BRACED/ SHEAR WALL LOCATIONS 0.131" x 3" NAILS AT 12" O.C. AT TRUSS TO DOUBLE TOP PLATE CONTINUOUS DOUBLE TOP PLATE NAILING PER BRACED/SHEAR WALL PLAN TO MATCH BRACED/SHEAR WALL BELOW OR WALL SHEATHING W/ NAILING PER GSN AT NON BRACED/SHEAR WALL LOCATIONS SCALE: 3/4" = 1'-0" LADDER TRUSS W/ VERTICAL WEB SPACING AT SAME SPACING AS STUDS BELOW FLOOR SHEATHING CONTINUOUS WOOD PANEL WALL SHEATHING ATTACH SHEATHING TO PANEL WITH EDGE NAILING PRE-MANUFACTURED SHEAR PANEL SPACED AT 10'-0" O.C. DESIGN PANEL FOR 450 PLF. NOT REQUIRED AT INTERSECTING WALL LOCATIONS PANEL LOCATION : EVERY STRONGBACK PRE-MANUFACTURED SHEAR PANELS SPACED AT 10'-0" O.C. DESIGN PANEL FOR 450 PLF. NOT REQUIRED AT INTERSECTING WALL LOCATIONS OPTION 1: SHEAR PANEL NOTE: SEE 1st BAY LOCATION FOR INFORMATION NOT SHOWN HERE. ATTACH SHEAR PANEL TO LADDER TRUSS BOTTOM CHORD WITH (1) H2.5A ATTACH STRONGBACK TO LADDER TRUSS VERTICAL WITH (7) 0.131" x 3" NAILS ATTACH STRONGBACK TO SHEAR PANEL WITH (7) 0.131" x 3" NAILS ATTACH SHEATHING TO PANEL WITH EDGE NAILING STRONGBACK PER GSN - MUST BE CONTINUOUS FROM EXTERIOR WALL TO SHEAR PANEL ATTACH PANEL TO 2x4 VERTICAL W/ (7) 0.131" x 3" NAILS ATTACH PANEL TO EACH FLOOR TRUSS VERTICAL W/ (8) 0.131" x 3" TOE-NAILS (5) 0.131" x 3" NAILS FROM KICKER TO TRUSS VERTICAL AT EACH END.* 2x6 KICKER OR INTERSECTING WALL AT 10'-0" O.C. WHEN 2ND TRUSS IS LOCATED WITHIN 16" OF WALL, ATTACH 2x6 KICKER TO 3rd TRUSS OPTION 2: 2x6 KICKER INTERSECTING WALL AS OCCURS - SEE BELOW 0.131" x 3" NAILS AT 16" O.C. - U.N.O. - MAY VARY AT BRACED/ SHEAR WALL LOCATIONS 0.131" x 3" NAILS AT 12" O.C. AT TRUSS TO DOUBLE TOP PLATE CONTINUOUS DOUBLE TOP PLATE NAILING PER BRACED/SHEAR WALL PLAN TO MATCH BRACED/SHEAR WALL BELOW OR WALL SHEATHING W/ NAILING PER GSN AT NON BRACED/SHEAR WALL LOCATIONS LADDER TRUSS W/ VERTICAL WEB SPACING AT SAME SPACING AS STUDS BELOW CONTINUOUS WOOD PANEL WALL SHEATHING 2x WOOD STUDS - SEE FRAMING PLAN - TYP. FLOOR SHEATHING PANEL LOCATION : 1st BAY INTERSECTING WALL AS OCCURS - SEE BELOW NOTE: INTERSECTING WALL TO BE 8'-0" MINIMUM LENGTH TO QUALIFY AS SUPPORT. PANEL OR INTERSECTING WALL AT 10'-0" O.C. KICKER OR INTERSECTING WALL AT 10'-0" O.C. OR ATTACH 2x4 VERTICAL TO TRUSS W/ (7) 0.131" x 3" NAILS 2x4 VERTICAL SCAB PANEL MAY BE REPLACED WITH SITE BUILT SHEAR BOX. WALL SHEATHING NAILED TO 2x4 BLOCKS W/ 0.131" x 3" NAILS AT 6" O.C. ON ALL (4) SIDES ATTACH KICKER TO TRUSS TOP CHORD W/ A35 ATTACH KICKER TO TRUSS BOTTOM CHORD W/ A35 NOTE: PROVIDE 2x CRIPPLE STUDS CONTINUOUS TO FOUNDATION AT ALL LOCATIONS SHOWN ON FRAMING PLANS IDENTIFYING POSTS FROM ABOVE - MATCH POST/TRIMMER COUNT ABOVE, UNO. NO CRIPPLE STUDS ARE REQUIRED UNDER KING STUDS AT OPENINGS. EDGE NAILING EDGE NAILING EDGE NAILING EDGE NAILING * WHERE TRUSS VERTICALS DO NOT ALIGN, ADD TRUSS VERTICAL IN TRUSS AND ATTACH TO TOP AND BOTTOM CHORD WITH (3) 0.131" x 3" TOENAILS SHEATHING SPLICES SHALL OCCUR ON COMMON FRAMING MEMBER - WITH BOTH SHEETS NAILING INTO SAME WOOD MEMBER. SHEATHING SPLICES THAT DO NOT OCCUR OVER SINGLE MEMBER SHALL HAVE LTP4'S ADDED AT SPLICE AT 24" O.C. CANTILEVERED TRUSS AT WALL304 *WALL SHEATHING BETWEEN TRUSSES W/ 8d NAILS AT 6" O.C. OVER BRACED/SHEAR WALLS ONLY - SEE NOTE BELOW MAX. 6" HOLE IN EACH BAY FOR VENTILATION 2x BLOCKING BETWEEN TOP AND BOTTOM OF FLOOR TRUSSES CONTINUOUS DOUBLE TOP PLATE FLOOR TRUSS - SEE FRAMING PLAN 2x VERTICAL BLOCKING EACH SIDE AT WALL SHEATHING LOCATIONS 0.131" x 3" NAILS AT 6" O.C. AT BLOCKING TO TOP PLATE ALTERNATE BEAM LOCATION- SEE FRAMING PLAN H2.5A AT EACH TRUSS TO PLATE 2x CONTINUOUS RIBBON ALONG NOTCH AT TOP CHORD OF FLOOR TRUSS W/ (2) 0.131" x 3" NAILS AT EVERY TRUSS 2x CONTINUOUS RIBBON ALONG NOTCH AT BOTTOM CHORD OF FLOOR TRUSS W/ (2) 0.131" x 3" NAILS AT EVERY TRUSS 2x WOOD STUDS - SEE FRAMING PLAN 2x WOOD STUDS - SEE FRAMING PLAN SCALE: 3/4" = 1'-0" 0.131" x 3" NAILS AT 16" O.C. U.N.O. - MAY VARY AT BRACED/ SHEAR WALL LOCATIONS FLOOR SHEATHING - SEE GSN FOR FASTENER REQUIREMENTS NOTE: WALL SHEATHING BETWEEN TRUSSES MAY BE REPLACED WITH MANUFACTURED DRAG TRUSS. DRAG TRUSS SHALL BE DESIGNED FOR 350 PLF DRAG LOAD AND ATTACHED TO PLATE W/ (2) LTP4 AT EVERY TRUSS. (1) DRAG TRUSS MAY BE REMOVED EVERY (4) BAYS. EDGE NAILING FLOOR TRUSS AT FLUSH BEAM/GIRDER311 HANGER - NOT REQUIRED AT TOP CHORD BEARING TRUSS FLOOR TRUSS (STANDARD OR TOP CHORD BEARING) - SEE FRAMING PLAN FOR REQUIREMENTS 2x FILLER BLOCKING NAIL BLOCKING INDIVIDUALLY TO BEAM W/ MINIMUM 0.131" x 3" AT 6" O.C. STAGGERED NOT REQUIRED AT FULL DEPTH BEAMS - BLOCKING MAY BE REMOVED EVERY OTHER BAY. SCALE: 3/4" = 1'-0" BEAM OR GIRDER TRUSS - SEE FRAMING PLAN FOR SIZE AND BOTTOM OF BEAM LOCATION WALL AS OCCURS AT INTERIOR WALL FLOOR SHEATHING FE L T E N G R O U P , I N C . H E R E B Y E X P R E S S L Y RE S E R V E S T H E I R C O M M O N L A W C O P Y R I G H T A N D OT H E R P R O P E R T Y R I G H T S I N T H E S E C O N S T R U C T I O N DO C U M E N T S . T H E S E C O N S T R U C T I O N D O C U M E N T S AR E A N I N S T R U M E N T O F S E R V I C E F O R F E L T E N GR O U P , I N C . A N D S H A L L N O T B E C H A N G E D , CO P I E D , O R R E P R O D U C E D I N A N Y F O R M O R MA N N E R , N O R A R E T H E Y T O B E A S S I G N E D T O A N Y TH I R D P A R T Y W I T H O U T F I R S T O B T A I N I N G T H E EX P R E S S W R I T T E N P E R M I S S I O N A N D C O N S E N T O F FE L T E N G R O U P , I N C . CO N T R A C T O R S S H A L L V E R I F Y A N D B E RE S P O N S I B L E F O R A L L D I M E N S I O N S A N D CO N D I T I O N S O N T H E J O B A N D S H A L L N O T I F Y FE L T E N G R O U P , I N C . O F A N Y V A R I A T I O N S F R O M TH E D I M E N S I O N S A N D C O N D I T I O N S S H O W N B Y TH E S E C O N S T R U C T I O N D O C U M E N T S . © C O P Y R I G H T 2 0 1 6 F E L T E N G R O U P , I N C . DATE: DATE:DRAWN BY: CHECKED BY: JOB NUMBER: SERIES SUBDIVISION PLAN NUMBER SHEET NUMBER TI T L E : la r i s s a . a n a y a F e b 0 7 , 2 0 2 5 - 1 0 : 5 1 a m \ \ v m w a s h i n g t o n \ w a s h i n g t o n \ L G I H o m e s \ S e a t t l e \ S h e l m M e a d o w s \ 3 0 W i d e S e r i e s \ P l a n 1 8 4 3 \ A c t i v e F o l d e r \ 1 8 4 3 - 0 5 - S t r u c t u r a l d e t a i l s . d w g 11 4 1 0 N E 1 2 4 T H S T . SU I T E 1 0 3 KI R K L A N D 20 6 - 4 4 5 - 5 3 2 6 L. ANAYA 02/14/2025 L. ANAYA 02/14/2025 HAWTHORN SHELM MEADOWS 1843 WA 9 8 0 3 4 EXPIRES: 04/28/2025 J 54005 A C O B E.MOR G A N STAT E O F WASHI N G T O N P R O F ESSIONA L E N G I N E E RR EGISTE R E D 02/07/2025 ST R U C T U R A L DE T A I L S SD 315 SCALE: 3/4" = 1'-0" PERPENDICULAR ROOF TRUSS AT FLUSH BEAM MONO TRUSS OR TAPERED TOP CHORD TRUSS - SEE FRAMING PLAN HANGER - SEE FRAMING PLAN (4) 0.131" x 3" NAILS FROM BLOCK TO BLOCK VERTICAL WEB AS OCCURS 2x BLOCKING BETWEEN TRUSSES 2x BLOCKING BETWEEN STUDS FLOOR TRUSS (MAY BE STANDARD OR TOP CHORD BEARING) OR FLOOR JOIST- SEE FRAMING PLAN 2x PLATE W/ 0.131" x 3" NAILS AT 16" O.C. - U.N.O. - MAY VARY AT BRACED/SHEAR WALL LOCATIONS 2x FILLER BLOCKING AS REQUIRED - NAIL BLOCKING INDIVIDUALLY TO BEAM W/ MINIMUM 0.131" x 3" AT 6" O.C. STAGGERED BEAM/GIRDER TRUSS - SEE FRAMING PLAN HANGER - SEE FRAMING PLAN (NOT REQUIRED AT TOP CHORD BEARING FLOOR TRUSSES) WALL SHEATHING W/ 0.131" x 2 1/2" NAILS AT 6" O.C. - U.N.O. ON BRACED/SHEAR WALL PLAN FLOOR SHEATHING 334 SCALE: 3/4" = 1'-0" ROOF TRUSS AND PERPENDICULAR FLOOR TRUSS AT WALL 2x CONTINUOUS NAILER ROOF TRUSS - SEE FRAMING PLAN ROOF SHEATHING 0.131" x 3" NAILS FROM NAILER TO EACH STUD 0.131" x 3" NAILS AT 6" O.C. FROM NAILER TO 2x BLOCKING - BLOCKING MAY BE INSTALLED HORIZONTALLY OR VERTICALLY 2x CONTINUOUS WOOD LEDGER - SEE FRAMING PLAN FOR LEDGER SIZE AND FASTENER REQUIREMENTS HANGER - SEE FRAMING PLAN NOTE: SEE DETAIL 301 FOR ALL INFORMATION NOT SHOWN PERPENDICULAR ROOF PARALLEL ROOF NOTE: FOR TRUSS SPANS 12' AND LESS, SPECIFIED LEDGER MAY BE REPLACED WITH CONTINUOUS 2x4 RIBBON IN FLOOR TRUSSES PER TRUSS MANUFACTURER. LUS24 HANGERS SHALL BE USED TO ATTACH TRUSS TO RIBBON. ROOF SHEATHING 0.131" x 3" NAILS AT 12" O.C. (3) 0.131" x 3" NAILS AT EACH STUD 2x4 NAILER TOP AND BOTTOM OR OPEN WEB TRUSS BY OTHERS 335 ROOF TRUSS AND PARALLEL FLOOR TRUSS AT WALL SCALE: 3/4" = 1'-0" NOTE: SEE DETAIL 302 FOR ALL INFORMATION NOT SHOWN 2x CONTINUOUS NAILER ROOF TRUSS - SEE FRAMING PLAN ROOF SHEATHING (3) 0.131" x 3" NAILS FROM NAILER TO EACH STUD 0.131" x 3" NAILS AT 6" O.C. FROM NAILER TO 2x BLOCKING 2x CONTINUOUS WOOD LEDGER - SEE FRAMING PLAN FOR LEDGER SIZE AND FASTENER REQUIREMENTS HANGER - SEE FRAMING PLAN PERPENDICULAR ROOF PARALLEL ROOF ROOF SHEATHING (3) 0.131" x 3" TOENAILS FROM EVERY TRUSS TO NAILER 0.131" x 3" NAILS AT 12" O.C. (3) 0.131" x 3" NAILS AT EACH STUD 2x4 NAILER TOP AND BOTTOM OR OPEN WEB TRUSS BY OTHERS JOIST AT INTERIOR BEARING SCALE: 3/4" = 1'-0" 361.I *FULL DEPTH BLOCKING - MATERIAL TO MATCH FLOOR JOISTS CONTINUOUS DOUBLE TOP PLATE FLOOR SHEATHING JOIST - SEE FRAMING PLAN 2x WOOD STUDS WALL AS OCCURS, NON-BEARING 0R BEARING 0.131" x 3" NAILS AT 16" O.C. U.N.O. - MAY VARY AT BRACED/ SHEAR WALL LOCATIONS (2) 0.131" x 3" TOENAILS FROM EVERY BLOCK TO DOUBLE TOP PLATE (2) 0.131" x 3" TOENAILS FROM EVERY JOIST TO DOUBLE TOP PLATE ATTACH BLOCKING TO TOP PLATE WITH 0.131" x 3" NAILS AT 6" O.C. AT BRACED/SHEAR WALL BELOW: ATTACH PER CHART ABOVE BRACED/SHEAR WALL WHERE OCCURS 5 4 3 6" O.C. 6 6" O.C. 5" O.C. 3.5" O.C. WALL TYPE BELOW NAIL SPACING BEAM - SEE FRAMING PLAN (2) 0.131" x 3" TOENAILS FROM EVERY BLOCK TO BEAM BELOW (2) 0.131" x 3" TOENAILS FROM EVERY JOIST TO BEAM AT WALL BELOW AT BEAM BELOW *BLOCKING MAY BE OMITTED IF SEALED MANUFACTURER'S DRAWINGS DO NOT REQUIRE BLOCKING AT BEARING LOCATION JOIST AT INTERIOR BEARING WALL SCALE: 3/4" = 1'-0" 361.J FULL DEPTH BLOCKING - MATERIAL TO MATCH FLOOR JOISTS CONTINUOUS DOUBLE TOP PLATE FLOOR SHEATHING JOIST - SEE FRAMING PLAN 2x WOOD STUDS WALL AS OCCURS, NON-BEARING 0R BEARING 0.131" x 3" NAILS AT 16" O.C. U.N.O. - MAY VARY AT BRACED/ SHEAR WALL LOCATIONS (2) 0.131" x 3" TOENAILS FROM EVERY BLOCK TO DOUBLE TOP PLATE (2) 0.131" x 3" TOENAILS FROM EVERY JOIST TO DOUBLE TOP PLATE AT BRACED/SHEAR WALL BELOW: ATTACH BLOCK TO TOP PLATE WITH LTP4 PER CHART ABOVE BRACED/SHEAR WALL WHERE OCCURS 5 4 3 7 24" O.C. 6 18" O.C. 12" O.C. 9" O.C. 7" O.C. WALL TYPE BELOW LTP4 SPACING LTP4 MAY BE SUBSTITUTED WITH A35 AT SAME SPACING BEAM - SEE FRAMING PLAN (2) 0.131" x 3" TOENAILS FROM EVERY BLOCK TO BEAM BELOW (2) 0.131" x 3" TOENAILS FROM EVERY JOIST TO BEAM AT WALL BELOW AT BEAM BELOW AT JOIST SPLICES OVER BEARING - JOISTS SHALL OVERLAP 3" AND SHALL BE NAILED TOGETHER WITH (3) 0.131" x 3" FACE NAILS NOTE: STRINGERS TO BE: OUTER: (1) 2x12 OR (1) 1 1/4" x 11 7/8" LSL CENTER: (2) 2x12 OR (1) 1 1/4" x 11 7/8" LSL 371 SCALE: 3/4" = 1'-0" STAIR FRAMING - 3 STRINGER STAIR STRINGER AT BASE (8) 0.131" x 3" PER STRINGER OR (1) A35 AT EACH STRINGER TO PLATE - PROVIDE SOLID FRAMIGN BEHIND SHEATHING AT A35 LOCATIONS FLOOR FRAMING - SEE FRAMING PLAN NOTE: SEE ARCHITECTURAL DRAWINGS FOR STAIR DIMENSIONS AND FINISHES NOTE: MAXIMUM STAIR WIDTH = 4'-0" MAXIMUM STRINGER RUN W/O SUPPORT = 9'-0" NOTE: DO NOT OVERCUT STRINGERS (2) 0.131" x 3" TOE NAILS OR (1) A35 AT EACH END *3/4" STRINGER PLATE ATTACHED TO FLOOR FRAMING W/ 0.131" x 3"AT 6" O.C. ACROSS FULL WIDTH OF STAIR - OR CS20 STRAP AT EACH STRINGER - (14) 0.131" x 3" NAILS TO STRINGER AND (14) 0.131" x 3" NAILS TO FRAMING ABOVE OR (1) 2x12 W/ 2x6 SISTER 2x4 BLOCKING BETWEEN STRINGERS W/ (2) 0.131" x 3" AT 16" O.C. TO JOISTS OR BLOCKING BELOW. AT CONCRETE SLAB BELOW: 2x4 PRESSURE TREATED BLOCKING W/ PINS AT 6" O.C., STAGGERED (3) 0.131" x 3" PER STUD FOR OUTER STRINGERS (AS OCCURS) STRINGER AT UPPER 5 1/8" MIN. THROAT AT 2x12 5 3/4" MIN. THROAT AT 11 7/8" LSL (1) 2x12 STRINGER MAY BE USED FOR STRINGERS WITH (6) OR FEWER RISERS WHERE PRE-FABRICATED STAIRS ARE USED - ONLY STRINGER PLATE ATTACHMENT TO FLOOR FRAMING SHOWN IN "STRINGER AT UPPER" INFORMATION BELOW SHALL BE REQUIRED (MARKED WITH * FOR INFORMATION THAT STILL APPLIES WHEN PRE-FABRICATED STAIRS ARE USED. ALL OTHER INFORMATION TO BE OMITTED AND PROVIDED BY OTHERS. (2) 2x TOP PLATE CONTINUOUS LAP AT CORNERS AND SPLICES 2x6 WOOD STUDS AT 24" O.C. 3' - 6 " M A X I M U M CONTINUOUS DOUBLE TOP PLATE 2x WOOD STUDS FLOOR SHEATHING GUARDRAIL WALL PARALLEL TO TRUSS373 SCALE: 3/4" = 1'-0" 2x4 x 4'-0" MINIMUM RUNNERS AT 32" 0.C. W/ (4) 0.131" x 3" NAILS AT EACH TRUSS FLOOR TRUSS - SEE FRAMING PLAN H2.5A AT EACH STUD MAY BE PLACED ABOVE OR BELOW FLOOR SHEATHING W/O WALL BELOW (2) 2x TOP PLATE CONTINUOUS LAP AT CORNERS AND SPLICES 2x6 WOOD STUDS AT 24" O.C. 3' - 6 " M A X I M U M FLOOR SHEATHING 2x4 x 4'-0" MINIMUM RUNNERS AT 32" 0.C. W/ (4) 0.131" x 3" NAILS AT EACH TRUSS FLOOR TRUSS OR LEDGER - SEE FRAMING PLAN H2.5A AT EACH STUD MAY BE PLACED ABOVE OR BELOW FLOOR SHEATHING W/ WALL BELOW NOTE: IF WALL IS BALLOON FRAMED TO TOP OF GUARDRAIL RUNNERS MAY BE OMITTED. A34 AND (2) 0.131" x 3" END NAILS AT EACH STUD TO CONTINUOUS PLATE A34 AND (2) 0.131" x 3" END NAILS AT EACH STUD TO CONTINUOUS PLATE 2x SOLID BLOCKING W/ OPTIONAL 2" DIAMETER HOLES** W/ (2) 0.131" x 3" END OR TOE NAILS INTO TRUSS TAIL AT EACH END OF BLOCK. HOLES NOT ALLOWED AT FIRE RATED DETAILING - SEE ARCH. PLANS FOR LOCATIONS CONTINUOUS DOUBLE TOP PLATE H2.5A AT EVERY TRUSS TO TOP PLATE - MAY BE INSTALLED ON EITHER SIDE OF WALL TRUSS (COMMON OR SCISSOR) - SEE FRAMING PLAN ROOF SHEATHING - SEE GSN FOR FASTENING REQUIREMENTS BEAM - WHERE OCCURS BOUNDARY NAILING FROM ROOF SHEATHING TO EAVE BLOCK (3) 0.131" x 3" TOE-NAILS AT EVERY TRUSS* 2x SOLID BLOCKING W/ OPTIONAL 2" DIAMETER HOLES** W/ (2) 0.131" x 3" END NAILED INTO TRUSS TAIL AT EACH END OF BLOCK AND (4) 0.131" x 3" FACE NAILED AT BLOCKING TO TOP PLATE TRUSS AT WALL SCALE: 3/4" = 1'-0"401 ALT: VERTICAL EAVE BLOCK ORIENTATION NOTE: SEE DETAIL BELOW FOR INFORMATION NOT SHOWN NOTE: SEE ARCHITECTURAL DRAWINGS FOR FASCIA CONDITIONS NOTE: EAVE BLOCKING MAY BE OMITTED FOR FULL SCREEN EAVE VENTS AS FOLLOWS: 1. ONE VENT PER 8'-0" LENGTH 0F EAVE G A P 0 " T O 1 / 2 " A L L O W E D SCALE: 1 1/2" = 1'-0" 2x WOOD STUDS H2.5A MAY BE SUBSTITUTED WITH H1A, H2.5T, 6" TIMBERLOK OR SDWC15600 NOTE: USE SAME ANCHORAGE AT TRUSS TO BEAM CONNECTION - U.N.O. NOTE: ALL SCISSOR TRUSS LOCATIONS ALLOW FOR FREE HORIZONTAL MOVEMENT AT ONE SUPPORT. INSTALL NAILS IN H2.5A TO TRUSS AFTER LOADING ROOF W/ ALL MATERIALS * AT WALL HEIGHTS GREATER THAN 16' : USE (5) 0.131" x 3" TOENAILS ** NUMBER OF HOLES PER ARCH. EQUAL SPACING, (4) MAX PER BLOCK BEAM ILO DOUBLE TOP PLATE, AS OCCURS GIRDER TRUSS AT WALL404 POST WHERE REQUIRED - SEE FRAMING PLAN (2) H2.5A AT MULTI-MEMBER GIRDERS TO DOUBLE TOP PLATE GIRDER (COMMON TRUSS SHOWN. SIM. AT RAISED HEEL AND SCISSOR TRUSS CONDITIONS) - SEE FRAMING PLAN SCALE: 3/4" = 1'-0" NOTE: (1) H2.5, (1) H1A, OR (1) SDWC15600 MAY BE USED AT SINGLE MEMBER GIRDER NOTE: SEE ROOF TRUSS AT WALL DETAIL FOR INFORMATION NOT SHOWN HERE EDGE NAILING INTO BOTH PLATES FOR MIN. 4' IN ONE DIRECTION OR 2' IN BOTH DIRECTIONS NOTE: H2.5 FROM TRUSS TO TOP PLATE MAY BE SUBSTITUTED WITH TBE NOTE: TRUSS UPLIFT CONNECTION SHOWN HERE GOVERNS OVER THE TRUSS UPLIFT VALUES SHOWN ON TRUSS CALCULATIONS. PER ASCE7 2.4.1, MAXIMUM UPLIFT THAT MUST BE RESOLVED IS 0.6W + 0.6D LOAD COMBINATION. TRUSS CALCULATIONS SHOW THE PURE UPLIFT VALUE, AND DO NOT REDUCE IT BY 60% OF THE DEAD LOAD, WHICH IS THE CODE PRESCRIBED LOAD COMBINATION THAT MUST BE DESIGNED FOR. GABLE ENDWALL BRACING408 FOR LOOKOUT INFORMATION SEE DIAGRAM AT RIGHT GABLE ENDWALL TRUSS - BRACING PER TRUSS MANUFACTURER (3) 0.131" x 3" NAILS FROM 2x4 GABLE TIE TO BOTTOM CHORD OF TRUSS 2x4 GABLE TIE AT EACH DIAGONAL BRACE W/ (2) 0.131" x 3" NAILS AT EACH TRUSS BOTTOM CHORD. 6'-0" MINIMUM LENGTH - EXTEND ONE TRUSS PAST 2x6 BRACE IN ALTERNATE POSITION 2x6 BLOCK A35 AT 2x6 BRACE TO 2x4 GABLE TIE AND (5) 0.131" x 3" NAILS FROM BRACE TO GABLE TIE (3) 0.131" x 3" NAILS AT EACH END OF 2x4 MIN. BLOCKING (10) 0.131" x 3" NAILS FROM 2x6 DIAGONAL BRACE TO BLOCKING 2x BLOCKING BETWEEN TOP CHORDS OF TRUSSES AT BRACE LOCATIONS. EDGE NAILING FROM SHEATHING TO BLOCKING 2x DIAGONAL BRACING 0.131" x 3" NAILS AT 6" O.C. FROM 2x6 BLOCK TO DOUBLE TOP PLATE 2x6 DIAGONAL BRACE AS REQUIRED IN CHART BELOW ADD 2x6 FLAT WHEN 2x6 DIAGONAL BRACING LENGTH EXCEEDS 6'-0". NAIL W/ 0.131" x 3" AT 12" O.C. USE 2x8 AT LENGTHS OVER 22' (APPLIES TO ALL GABLES) 2x BLOCKING (4) 0.131" x 3" NAILS FROM GABLE TIE TO 2x BLOCKING (3) 0.131" x 3" TOE NAILS AT EACH END OF 2x6 BLOCK TO 2x BLOCKING 4 5 ° 2'-0" MAX. EACH END SCALE: 3/4" = 1'-0" LOOKOUT SPACING 0"-12"13"-17"18"-24" 4'2'1' OVERHANG DIMENSION NOTCHED TOP CHORD TO BE DESIGNED BY TRUSS MANUFACTURER FOR LOOKOUTS WHERE REQUIRED AND ARE ONLY ALLOWED WHEN GABLE ENDWALL TRUSS BEARS CONTINUOUSLY ON WALL BELOW 4x2 LOOKOUT W/ (2) 0.131" x 3" NAILS TO GABLE TRUSS - SEE CHART AT LEFT FOR SPACING SEE CHART AT LEFT (2) 0.131" x 3" NAILS PER LOOKOUT ADD 2x4 CONTINUOUS NAILER OR TRUSS WHERE GABLE END DOES NOT HAVE WALL BELOW W/ 0.131" x 3" NAILS AT 4" O.C. - DON'T OVERCUT NOTCH GABLE ENDWALL TRUSS LOOKOUT INFORMATION EXTEND GABLE TIES TO EXTERIOR WALL AT PATIOS AND OTHER EXPOSED CONDITIONS NO BRACE REQUIRED (1) BRACE AT RIDGE (3) BRACES TOTAL ≤12' ≤20' ≤42' GABLE LENGTH FOR GABLE LENGTHS > 42', 9' O.C. MAX. SPACING BETWEEN BRACES (2) BRACES TOTAL ≤32' GABLE LENGTH REFERS TO HORIZONTAL SPAN OF GABLE A35 FROM 2x6 DIAGONAL BRACE TO BLOCKING WALL SHEATHING EDGE NAILING SPACE BRACES EVENLY ALONG GABLE LENGTH 2x8 ILO 2X6 AT LENGTHS OVER 22'-6" (GABLE HEIGHTS OVER 16') BEAM ILO DOUBLE TOP PLATE, AS OCCURS TRUSS AT GIRDER TRUSS441 TRUSS (COMMON OR SCISSOR) - SEE FRAMING PLAN NOTE: BOTTOM CHORD OF GIRDER TO BE DEEP ENOUGH SO THAT SIDE FLANGES OF HANGER ARE NOT BENT GIRDER TRUSS - SEE FRAMING PLAN SCALE: 3/4" = 1'-0" HANGER - SEE FRAMING PLAN STUBBED HEEL NOTCH ROOF SHEATHING AROUND HANGER OR HOLD SHEATHING BACK STANDARD HEEL HANGER - SEE FRAMING PLAN GIRDER TRUSS - SEE FRAMING PLAN 0.131" x 2 1/2" AT 6" O.C. 2x BLOCKING BETWEEN TRUSSES W/ (2) 0.131" x 3" NAILS AT EACH END TRUSS (COMMON OR SCISSOR) - SEE FRAMING PLAN AT SINGLE PLY GIRDER - USE 1 1/2" NAILS PER HANGER MANUFACTURER PROVIDE MIN. (3) 0.131" x 3" TOE-NAILS AT TOP CHORD OF JACK TRUSSES TO CORNER JACK TOE NAIL BOTTOM CHORD OF HIP JACKS W/ (2) 0.131" x 3" MIN. - OR ALTERNATE * TOP CHORD OF JACK TRUSSES TO BEAR ON TOP OF HIP GIRDER TRUSS - TYP. CORNER JACK TO BEAR ON GIRDER TRUSS AND LEGEND CALIFORNIA HIP FRAMING SCALE: NO SCALE443 CORNER JACK CONTINUOUS TO RIDGE PREFAB JACK TRUSSES AT 24" O.C. EXTEND TOP CHORD OVER GIRDER AND STEP DOWN TRUSS TOP CHORDS UP TO CORNER JACK TOP CHORD PREFAB HIP JACK TRUSSES AT 24" O.C. - EXTEND BOTTOM CHORD TO HIP GIRDER PREFAB HIP JACK TRUSSES AT 24" O.C. - STOP BOTTOM CHORD AT FIRST INTERSECTING HIP JACK TRUSS PREFABICATED STEPPED HIP GIRDER TRUSS - DROP TOP CHORD TO ALLOW 2x4 CORNER JACK AND HIP JACK TOP CHORDS TO BEAR ON TOP CLIPPED TRUSS TOP CHORDS - TYP. TRUSS BOTTOM CHORD ELEVATION VIEW PLAN VIEW 2x4 BLOCK TIGHT BETWEEN TRUSSES - EVERY OTHER BAY (4) 0.131" x 3" NAILS FROM BLOCK TO BOTTOM CHORD* ALTERNATE CONNECTION (2) 0.131" x 3" NAILS FROM BOTTOM CHORD TO BLOCK JACK TRUSS BOTTOM CHORD TO HIP GIRDER BOTTOM CHORD - USE LUS24, (3) 0.131" x 3" TOENAILS OR USE ALTERNATE* PREFABRICATED CLIPPED TRUSSES AT 24" O.C. - DROP TOP CHORD TO ALLOW CORNER AND HIP JACK TOP CHORDS TO BEAR ON TOP PREFAB HIP JACK TRUSSES AT 24" O.C. - EXTEND BOTTOM CHORD TO HIP GIRDER SUPPORT OF VALLEY RAFTERS451 0.131" x 2 1/2" NAILS AT 6" O.C. AT SHEATHING TO VALLEY PLATE (2) 2x4 VALLEY PLATES: ALIGN AT FRONT AND REAR OF RAFTER OR (1) 2x10: ALIGN AT FRONT OF RAFTER CONTINUOUS 2x8 RIDGE BOARD 2x4 KICKERS AT 48" O.C. STAGGERED AND ALIGNED WITH TRUSSES BELOW, KICKERS EXCEEDING 6'-0" IN HEIGHT REQUIRE BRACING AT MID-POINT (3) 0.131" x 3" TOE-NAILS TO TRUSS TOP CHORD (2) 0.131" x 3" FACE NAILED TO RAFTER 2x6 RAFTERS AT 24" O.C. SUPPORT OF VALLEY SET TRUSS SCALE: 3/4" = 1'-0" WIDTH OF OVERFRAME 0 TO 8'-0" PROVIDE 2x BLOCKING BETWEEN TOP CHORDS IF RIDGE BLOCK LANDS BETWEEN TRUSSES 0.131" x 2 1/2" NAILS AT 6" O.C. AT SHEATHING. TO 2x VALLEY PLATE 2x VALLEY PLATE (2) 0.131" x 3" NAILS AT EACH LOCATION WHERE 2x VALLEY PLATE CROSSES TRUSS (2) 0.131" x 3" TOE-NAILS TO EVERY TRUSS TOP CHORD BEVEL CUT BOTTOM CHORD OF TRUSS OR PROVIDE VTC2 AT VALLEY TRUSS TO TRUSS LOCATION OR PROVIDE 2x WEDGE AT VALLEY TRUSS TO TRUSS # OF 2x4 HOLES ALLOWED 8'-1" TO 16'-0" 16'-1" TO 24'-0" 24'-1" TO 32'-0" 32'-1" TO 40'-0" 40'-1" TO 48'-0" 1 2 3 4 5 6 WIDTH OF OVERFRAME 0 TO 8'-0" # OF 2x4 HOLES ALLOWED 8'-1" TO 16'-0" 16'-1" TO 24'-0" 24'-1" TO 32'-0" 32'-1" TO 40'-0" 40'-1" TO 48'-0" 1 2 3 4 5 6 (3) 0.131" x 3" TOE NAILS STUB CUT ENDS 2x4 RIDGE BLOCKS DETAIL NOT REQUIRED WHEN THE TRUSS MANUFACTURER CHOOSES TO USE A SPECIALLY SHAPED TRUSS THAT ELIMINATES THE OVERFRAMING DETAIL NOT REQUIRED WHEN THE TRUSS MANUFACTURER CHOOSES TO USE A SPECIALLY SHAPED TRUSS THAT ELIMINATES THE OVERFRAMING AT OVERFRAMED ROOF AT OVERFRAMED ROOF VALLEY SET TRUSSES W/ A MAX. OF 4'-0" O.C. SPACING OF THE VERTICAL WEBS (2) 0.131" x 3" NAILS AT RAFTER TO VALLEY PLATE (2) 0.131" x 3" NAILS AT EACH LOCATION WHERE 2x VALLEY PLATE CROSSES TRUSS PROVIDE 2x BLOCKING BETWEEN TOP CHORDS IF RIDGE BLOCK LANDS BETWEEN TRUSSES NOTE: OVERFRAMING SPANS OF 8'-0" OR LESS DO NOT REQUIRE THIS SPECIAL TYPE OF FRAMING 2'x4' HOLE IN ROOF SHEATHING PER TABLE- ALTERNATE HIGH AND LOW 2'x4' HOLE IN ROOF SHEATHING PER TABLE - ALTERNATE HIGH AND LOW FOLLOW TRUSS LAYOUT FROM TRUSS MANUFACTURER MID-POINT BEARING TRUSS462 2x WOOD STUDS W/ SPACING AS SPECIFIED ON FRAMING PLAN H2.5A AT EVERY TRUSS TO TOP PLATE. AT EXTERIOR WALLS ADD *(3) 0.131" x 3" TOENAILS FROM TRUSS TO TOP PLATE NON BRACED/NON SHEAR WALL LOCATION SCALE: N.T.S. NOTE: NOTE: USE SAME ANCHORAGE AT TRUSS TO BEAM CONNECTION SHIM BETWEEN BOTTOM CHORD AND TOP PLATE. BOTTOM CHORD MUST BE IN DIRECT CONTACT W/ TOP PLATE PRIOR TO LOADING ROOF W/ ANY MATERIALS CONTINUOUS DOUBLE TOP PLATE - BEARING* TRUSS (COMMON OR SCISSOR - U.N.O.) - SEE FRAMING PLAN * AT WALL HEIGHTS GREATER THAN 16': USE (5) 0.131" x 3" TOENAILS FE L T E N G R O U P , I N C . H E R E B Y E X P R E S S L Y RE S E R V E S T H E I R C O M M O N L A W C O P Y R I G H T A N D OT H E R P R O P E R T Y R I G H T S I N T H E S E C O N S T R U C T I O N DO C U M E N T S . T H E S E C O N S T R U C T I O N D O C U M E N T S AR E A N I N S T R U M E N T O F S E R V I C E F O R F E L T E N GR O U P , I N C . A N D S H A L L N O T B E C H A N G E D , CO P I E D , O R R E P R O D U C E D I N A N Y F O R M O R MA N N E R , N O R A R E T H E Y T O B E A S S I G N E D T O A N Y TH I R D P A R T Y W I T H O U T F I R S T O B T A I N I N G T H E EX P R E S S W R I T T E N P E R M I S S I O N A N D C O N S E N T O F FE L T E N G R O U P , I N C . CO N T R A C T O R S S H A L L V E R I F Y A N D B E RE S P O N S I B L E F O R A L L D I M E N S I O N S A N D CO N D I T I O N S O N T H E J O B A N D S H A L L N O T I F Y FE L T E N G R O U P , I N C . O F A N Y V A R I A T I O N S F R O M TH E D I M E N S I O N S A N D C O N D I T I O N S S H O W N B Y TH E S E C O N S T R U C T I O N D O C U M E N T S . © C O P Y R I G H T 2 0 1 6 F E L T E N G R O U P , I N C . DATE: DATE:DRAWN BY: CHECKED BY: JOB NUMBER: SERIES SUBDIVISION PLAN NUMBER SHEET NUMBER TI T L E : la r i s s a . a n a y a F e b 0 7 , 2 0 2 5 - 1 0 : 5 1 a m \ \ v m w a s h i n g t o n \ w a s h i n g t o n \ L G I H o m e s \ S e a t t l e \ S h e l m M e a d o w s \ 3 0 W i d e S e r i e s \ P l a n 1 8 4 3 \ A c t i v e F o l d e r \ 1 8 4 3 - 0 5 - S t r u c t u r a l d e t a i l s . d w g 11 4 1 0 N E 1 2 4 T H S T . SU I T E 1 0 3 KI R K L A N D 20 6 - 4 4 5 - 5 3 2 6 L. ANAYA 02/14/2025 L. ANAYA 02/14/2025 HAWTHORN SHELM MEADOWS 1843 WA 9 8 0 3 4 EXPIRES: 04/28/2025 J 54005 A C O B E.MOR G A N STAT E O F WASHI N G T O N P R O F ESSIONA L E N G I N E E RR EGISTE R E D 02/07/2025 ST R U C T U R A L DE T A I L S SD TYPICAL NON SHEAR/ NON BEARING WALL491SCALE: 3/4" = 1'-0" NON SHEAR / NON BEARING INTERIOR WALL CONTINUOUS DOUBLE TOP PLATE (1) 0.131" x 3" TOENAIL FROM EACH FRAMING MEMBER TO TOP PLATE WHERE MUNICIPALITY DOES NOT PERMIT TOE NAILS AT ROOF TRUSSES, REFER TO PLAN VIEW/ CHART BELOW FOR HARDWARE REQUIREMENTS. FRAMING MEMBER: OPEN WEB ROOF TRUSS, OPEN WEB FLOOR TRUSS, JOIST, OR I-JOIST - SEE FRAMING PLAN PERPENDICULAR FRAMING ABOVE NOTE: EACH WALL SHALL HAVE A MINIMUM OF (2) SUPPORTS PER WALL. SUPPORT (INTERSECTING WALL OR HARDWARE) REQUIRED WITHIN 12" FROM END OF WALL. WALL LENGTH BETWEEN INTERSECTING WALLS: <= MAX : NO HARDWARE >MAX. : STC - EVERY FRAMING MEMBER PLATE HEIGHT < 8'-1" < 10'-1" < 12'-1" MAX. WALL LENGTH 14'-0" 13'-0" 12'-0" PLAN VIEW- GENERIC WALL FOR CLARITY NO HARDWARE NEEDED STC CLIPS AT EVERY FRAMING MEMBER INTERSECTING WALL INTERSECTING WALL LOCATION OF FRAMING MEMBER ABOVE- TYP. INTERSECTING WALL INTERSECTING WALL, AS OCCURS- LAP TOP PLATES AND FACE NAIL W/ (4) 0.131" x 3" NAILS WALL LENGTH BETWEEN INTERSECTING WALLS > MAX. WALL LENGTH BETWEEN INTERSECTING WALLS < MAX. SCALE: 3/4" = 1'-0" TYPICAL NON-SHEAR/NON-BEARING WALL492 2x4 x 1'-0" LONG BLOCK CENTERED AT 2x4 TIE. ATTACH TO DOUBLE TOP PLATE W/ (4) 0.131" x 3" NAILS. ADD SECOND LADDER BLOCK WHEN TRUSSES ARE DESIGNED WITH 2 PLY BOTTOM CHORD. 2x4 x 4'-0" TIE SPACED PER LADDER BLOCK SPACING BELOW 2x NON-SHEAR/ NON-BEARING WALL CONTINUOUS DOUBLE TOP PLATE 4x2 OPEN WEB FLOOR TRUSS - SEE FRAMING PLAN NAILS FROM BLOCKING TO BLOCK W/ (4) 0.131" x 3" NAILS PER BLOCK 2x4 FLAT LADDER BLOCKING AS REQUIRED - SPACED PER BELOW CHARTS NAILS FROM BLOCKING TO TOP PLATE W/(4) 0.131" x 3" NAILS PER BLOCK (2) 0.131" x 3" NAILS AT EACH END OR (3) 0.131" x 3" TOENAILS 2x NON-SHEAR/ NON-BEARING WALL CONTINUOUS DOUBLE TOP PLATE AT EXTERIOR WALL ONLY: WHEN WALL HEIGHT EXCEEDS 11': ADD LTP4 AT EACH END OF BLOCKING TO FRAMING MEMBER OPEN WEB FLOOR TRUSS NOTE: WHEN FRAMING MEMBER OCCURS DIRECTLY OVER WALL, NAIL FRAMING MEMBER TO WALL WITH 0.131" x 3" TOENAILS AT 8" O.C. AND ADD 2x4 FLAT LADDER BLOCKING AS SHOWN TO FRAMING MEMBERS ON BOTH SIDES OF WALL. NOTE: EACH WALL SHALL HAVE A MINIMUM OF (2) SUPPORTS PER WALL. SUPPORT (INTERSECTING WALL OR LADDER BLOCKING) REQUIRED WITHIN 12" FROM END OF WALL. JOIST (I-JOIST AND OPEN WEB ROOF TRUSS SIM.) FRAMING MEMBER MAY BE: JOIST, I-JOIST, OR OPEN WEB TRUSS - SEE FRAMING PLAN (2) 0.131" x 3" NAILS FROM 2x4 TIE TO EACH TRUSS BOTTOM CHORD NO LADDER BLOCKING REQUIRED INTERSECTING WALL INTERSECTING WALL INTERSECTING WALL LOCATION OF FRAMING MEMBER ABOVE-TYP. LADDER BLOCKING SPACED PER CHART WALL LENGTH BETWEEN INTERSECTING WALLS: <= MAX : NO BLOCKING REQ'D >MAX. : LADDER BLOCKING AT:PLATE HEIGHT < 8'-1" < 10'-1" < 12'-1" MAX. WALL LENGTH 14'-0" 13'-0" 12'-0"PLAN VIEW- GENERIC WALL FOR CLARITY PARALLEL FRAMING ABOVE 14'-0" 13'-0" 12'-0" WALL LENGTH BETWEEN INTERSECTING WALLS > MAX. WALL LENGTH BETWEEN INTERSECTING WALLS < MAX. EXTENDED POST BEARING494 SCALE: 3/4" = 1'-0" FRAMING MEMBER SEE FRAMING PLAN (2) SIMPSON CS16x34" STRAP W/ (26) 0.131" x 3" NAILS EACH SIDE OF PLATE BREAK - DASHED FOR CLARITY DOUBLE TOP PLATE POST(S) PER FRAMING PLAN CUT DOUBLE TOP PLATE AND EXTEND POST(S) TO BOTTOM OF FRAMING MEMBER FOR FULL WIDTH OF FRAMING MEMBER. 522 SCALE: 3/4" = 1'-0" SHEAR TRANSFER BOUNDARY NAILING 0.131" x 3" NAILS AT 6" O.C. ROOF SHEATHING LOOKOUTS LOOKOUT INFORMATION SEE DETAIL 408 FOR NOTE: 2x FLAT BLOCK BETWEEN LOOKOUTS PARTIAL GABLE END TRUSS - DESIGN TRUSS FOR 250 PLF DRAG LOAD - DESIGN WITH VERTICAL WEBS AT 24" O.C. MAX. - OR- ATTACH WALL SHEATHING ABOVE LOW TRUSS PER TYPE 3 NAILING PER BRACED WALL SCHEDULE BOUNDARY NAILING 2x CONT. NAILER W/ (4) 0.131" x 3" NAILS AT EVERY VERTICAL WEB ALTERNATE NORMAL BOUNDARY NAILING ROOF TRUSS - SEE FRAMING PLAN AT PARTIAL GABLE-END WALL HOLDOWN AT SHEAR WALL TO SCALE: 3/4" = 1'-0"531 HOLDOWN PER PLAN INTERIOR SHEAR WALL NAILING PER TABLE EXTERIOR SHEAR WALL NAILS PER TABLE EXTERIOR SHEAR WALL HOLDOWN PER PLAN EXTERIOR WALL MIN. OF (2) 2x FULL HEIGHT STUDS FOR HOLDOWN NAILING HOLDOWN 0.131" x 3" NAIL SPACING STHD8 OR LTT20B STHD10 OR HTT5 STHD14 OR HDU8 8" 6" 4" NAILS PER TABLE NAILS PER TABLENAILS PER TABLE INTERIOR SHEAR WALL INTERIOR SHEAR WALL HOLDOWN PER PLAN CONDITION 2 CONDITION 1 CONDITION 3 NAILS PER TABLE NAILING PER TABLE NAILING PER TABLE INTERSECTING WALL CONNECTION EXTERIOR SHEAR WALL NAILING PER TABLE EXTERIOR SHEAR WALL HOLDOWN PER PLAN NAILING PER TABLE CONDITION 4 FORCE TRANSFER AROUND OPENING SCALE: 3/4" = 1'-0" 2x FULL HEIGHT KING STUD W/ BOUNDARY NAILING - NUMBER PER FRAMING PLAN PL A T E H E I G H T P E R P L A N CONTINUOUS DOUBLE TOP PLATE 2x TRIMMER- NUMBER PER FRAMING PLAN SINGLE OR DOUBLE STRAP PLACED OVER OR BEHIND WALL SHEATHING - SEE PLAN. STRAP SHALL BE LOCATED IN LINE WITH TOP OF OPENING. SINGLE OR DOUBLE STRAP PLACED OVER OR BEHIND WALL SHEATHING - SEE PLAN WI N D O W H E I G H T P E R P L A N 2x BLOCKING - USE DOUBLE, OR FLAT 2x BLOCKING AT DOUBLE OR 3" WIDE STRAPS USE DOUBLE FLAT BLOCKING AT CMSTC16 NAILS TO BE SPREAD OUT EVENLY ALONG BLOCKING STRAP NUMBER OF NAILS AT EACH END CS20 (10) - 0.131 x 1 1/2" CS16 (15) - 0.131 x 1 1/2" STRAP LENGTH PER PLAN CMSTC16 (30) - 0.148" x 3 1/4" WALL SHEATHING PER BRACED/SHEAR WALL PLAN HEADER BEAM PER FRAMING PLAN 2x SILL PLATE W/ SILL ANCHORAGE PER PLAN LENGTH AT WINDOW 12" 16" 32" LENGTH PER CHART ABOVE LENGTH PER CHART ABOVE (2) 2x SILL PLATE 1 1 / 2 " 541 STRAP LOCATION MATCHES STANDARD CONDITION 2x CRIPPLE STUDS TOP OF HEADER AT BOTTOM OF TOP PLATE (2) 2x CONTINUOUS FLAT PLATE - USE TRIPLE PLATE FOR DOUBLE STRAPS ALT: RAISED HEADER 2x BLOCKING - USE DOUBLE, OR FLAT 2x BLOCKING AT DOUBLE OR 3" WIDE STRAPS USE DOUBLE FLAT BLOCKING AT CMSTC16 PL A T E H E I G H T P E R P L A N FORCE TRANSFER AROUND OPENING NO STRAP541.O SCALE: 3/4" = 1'-0" 2x FULL HEIGHT KING STUD W/ BOUNDARY NAILING- NUMBER PER FRAMING PLAN CONTINUOUS DOUBLE TOP PLATE 2x TRIMMER - NUMBER PER FRAMING PLAN 2x SILL PLATE WI N D O W H E I G H T P E R P L A N 2x SILL PLATE W/ SILL ANCHORAGE PER PLAN 2x BLOCKING MIN. 12" LONG W/ BOUNDARY NAILING - TYP. BLOCKING SHALL REMAIN IN LINE WITH TOP OF OPENING AT RAISED HEADER CONDITION. BLOCKING MAY BE INSTALLED IN FLAT ORIENTATION WALL SHEATHING PER BRACED/SHEAR WALL PLAN NOTE: WALL SHEATHING PANELS TO BE NOTCHED AS SHOWN WITH 12" MIN. EXTENSION EACH SIDE OF JAMB. ALTERNATE: USE CS20x24" STRAP NOTCHED PANEL 12" MIN. LAP 2x BLOCKING MIN. 12" LONG W/ BOUNDARY NAILING - TYP. BLOCKING MAY BE INSTALLED IN FLAT ORIENTATION STRAP TO BELOW PER BRACED/SHEAR WALL PLAN HEADER BEAM PER FRAMING PLAN NOTE: HEADER MAY BE HELD UP AT TOP PLATE AS SHOWN IN DETAIL 604. IT SHALL BE REPLACED WITH A CONTINUOUS, FLAT 2x, WITH WIDTH TO MATCH WALL WIDTH, ACROSS THE OPENING. BEAM AT WALL CONNECTION SCALE: 3/4" = 1'-0"602 BUILT-UP OR SOLID WOOD POST - SEE FRAMING PLAN (2) CS16 STRAP x 2'-8" LONG AT BEAM AND TOP PLATE W/ (16) 0.131" x 3" NAILS IN TOP PLATE AND BEAM. LOCATE ON TOP OF WALL OR ON SIDE (SHOWN BELOW) MINIMUM (6) 0.131" x 3" NAILS AT KING STUD TO BEAM BUILT-UP OR SOLID WOOD POST - SEE FRAMING PLAN BUILT-UP OR SOLID WOOD POST - SEE FRAMING PLAN CONTINUOUS DOUBLE TOP PLATE TRIMMER OR POST - SEE FRAMING PLAN CONTINUOUS DOUBLE TOP PLATE BEAM - SEE FRAMING PLAN BROKEN TOP PLATE BELOW TOP PLATE - (2) CS16 STRAPS x 3'-0" LONG CENTERED ON BEAM (16) 0.131" x 3" NAILS FROM STRAP TO TOP PLATE ON EACH SIDE OF BEAM - LOCATE ON TOP OF WALL OR ON SIDE (SHOWN BELOW) MINIMUM (6) 0.131" x 3" NAILS AT KING STUD TO END OF BEAM MINIMUM (6) 0.131" x 3" NAILS AT KING STUD TO END OF BEAM MINIMUM (6) 0.131" x 3" NAILS AT KING STUD TO END OF BEAM STRAPS MAY BE LOCATED ON TOP OF SHEATHING AT SHEATHED WALL LOCATIONS TYPICAL WINDOW OR DOOR HEADER SCALE: 3/4" = 1'-0" KING STUDS CONTINUOUS FROM TOP PLATE TO BOTTOM OF WALL - NUMBER PER FRAMING PLAN 2x WOOD STUDS - SEE FRAMING PLAN TRIMMER CONTINUOUS FROM BOTTOM OF BEAM TO BOTTOM OF WALL - NUMBER PER FRAMING PLAN WALL HEADER SECTIONS CONTINUOUS DOUBLE TOP PLATE 604 SOLID OR BUILT-UP HEADER - SEE FRAMING PLAN CS20 OR LSTA21 STRAP HEADER TO TRIMMER OR POST EACH W/ (8) 0.131" x 2 1/2" NAILS - ONLY REQUIRED AT BEAM SPANS 10'-0" OR GREATER NAIL TRIMMER STUD TO KING STUD WITH (2) 0.131" x 3" NAILS AT 12" O.C. ATTACH CS16x28" LONG STRAP FROM HEADER TO TOP PLATE AT EACH END OF HEADER ONLY REQUIRED WHEN TOP PLATE MUST BE CUT DUE TO HEADER DEPTH (1) STRAP REQUIRED AT EACH CUT PLATE TOP OF HEADER AT BOTTOM OF TOP PLATE NON-BEARING 2x PLATE AT TOP OF WINDOW OPENING 2x CRIPPLE STUDS AT STANDARD STUD SPACING NOTE: SEE LEFT FOR INFORMATION NOT SHOWN SEE HEADER SECTION (6) 0.131" x 3" NAILS AT KING STUD TO HEADER SEE ABOVE FOR INFORMATION NOT SHOWN HERE. 2x4 2 2x6 3 2x8 4 2x10 5 2x12 6 BUILT UP 2x HEADER # OF NAILS AT 16" O.C. PER SIDE HEADER SIZE NOTE: REFER TO DETAIL 611/SD FOR ALTERNATE HEADER SIZES 2x CRIPPLE STUDS AT STANDARD STUD SPACING SEE ABOVE FOR INFORMATION NOT SHOWN HERE. 3" WIDE HEADER MINIMUM NOTE: WHEN VOIDS WALL WIDTH AT HEADER ARE 1" OR GREATER ,THEY SHALL BE INSULATED PER ARCHITECTURAL PLANS PORTAL FRAME WITH HOLDOWNS SCALE: 3/4" = 1'-0" 12 ' - 0 " M A X . T O T O P O F W A L L HEADER PER PLAN (3" x 11.25" NET) - BEAM ENDS AT END KING STUD - ATTACH W/ (6) 16d NAILS FASTEN 2x PLATE TO HEADER W/ (2) ROWS .148"x3 1/4") AT 3" O.C. PANEL SPLICE SHALL OCCUR (IF NEEDED) WITHIN 24" OF MIDHEIGHT OF WALL - 3" EDGE NAILING FROM EACH PANEL TO BLOCKING HOLDOWN PER BRACED/SHEAR WALL PLAN (2) 1/2" DIA. OR (1) 5/8" DIA. ANCHOR BOLT W/ 7" MIN. EMBED PROVIDE 3" x 3" x 0.223" PLATE WASHER MIN. MASA/MASAP MAY NOT BE USED AS SUBSTITUTE FRONT ELEVATION FASTEN 2x PLATE TO HEADER W/ (2) ROWS .148"x3 1/4") AT 3" O.C. PROVIDE FILLER BETWEEN HEADER AND INTERIOR FACE OF WALL FASTEN SHEATHING TO HEADER AND PLATE W/ ROWS OF 0.131" x 2 1/2" AT 3" O.C. - SPACE ROWS 3" O.C. MAX. WALL SHEATHING - FASTEN SHEATHING TO ALL STUDS/BLOCKING/SILL PLATES W/ 0.131" x 2 1/2" AT 3" O.C. - TYP. PROVIDE STRAP ON BACK-SIDE OF WALL AT BEAM/ (2) 2x STUDS ABOVE AND BELOW - SEE SECTION A-A PROVIDE (2) 2x SILL PLATE HOLDOWN PER BRACED/SHEAR WALL PLAN SECTION A-A SIDE ELEVATION WALL SHEATHING - SEE FRONT ELEVATION HEADER - SEE FRONT ELEVATION PROVIDE (2) 2x STUDS MIN. OR PROVIDE NUMBER OF TRIMMERS SHOWN ON PLANS - WHICHEVER IS GREATER PROVIDE (2) 2x STUDS MIN. (MORE MAY BE REQUIRED FOR BEAM SUPPORT - SEE PLANS WHERE OCCURS) END KING STUD TO BE FULL HEIGHT - (NOTE: AT CENTER PIERS BETWEEN (2) GARAGE DOORS PROVIDE TOTAL NUMBER OF KING STUDS SHOWN AT EACH BEAM ON PLANS) LAP INTERSECTING TOP PLATES TOGETHER AT CORNER WALL INTERSECTIONS FASTEN PLATE TO HEADER W/ (2) ROWS 16d SINKERS (0.148"x3 1/4") AT 3" O.C. FASTEN PLATE TO HEADER W/ (2) ROWS 16d SINKERS (0.148"x3 1/4") AT 3" O.C. 6'-0" TO 18'-0" SEE FOUNDATION PLAN APA PORTAL FRAME 10 ' - 0 " M A X . T O T O P O F H E A D E R , U . N . O . TOP PLATES 546 CMSTC16 STRAP ON INTERIOR SIDE OF WALL AT BEAM. FROM TOP OF TOP PLATE TO STUDS BELOW BEAM AS SHOWN 20 " M I N . OPENING WIDTH MIN. 12" DEEP FOOTING W/ (1) #4 REBAR TOP AND BOTTOM 1'-4" MIN. HEADER SHOWN GRAPHICALLY AT TOP OF OPENING, HEADER MAY BE RAISED WITH TOP OF BEAM SET UNDER DOUBLE TOP PLATE. 10'-1" MAX. HEIGHT TO TOP OF BEAM IS STILL APPLICABLE. FASTEN KING STUD TO HEADER W/ (6) 16d NAILS BEAM AT POST CONNECTION SCALE: 3/4" = 1'-0"601 CONDITION 1 CONDITION 2 CS20x12" LONG STRAP ON EACH SIDE OF BEAM POST - SEE FRAMING PLAN BEAM - SEE FRAMING PLAN A A B B PLAN CS20x12" LONG STRAP POST - SEE FRAMING PLAN SECTION A-A SECTION B-B H2.5A AT INSIDE OF BEAM TO POST POST - SEE FRAMING PLAN CONDITION 3 CONDITION 4 A A PLAN B B BEAM - SEE FRAMING PLAN CS20x12" LONG STRAP AT INSIDE OF BEAM TO POST BEAM - SEE FRAMING PLAN CS20x12" LONG STRAP POST - SEE FRAMING PLAN SECTION A-A SECTION B-B CONCEALED FLANGE HANGER - SEE FRAMING PLAN POST - SEE FRAMING PLAN BEAM - SEE FRAMING PLAN A A B B H2.5A AT INSIDE OF BEAM TO POST PLAN SECTION A-A CS20x12" LONG STRAP BEAM - SEE FRAMING PLAN POST - SEE FRAMING PLAN CS20x12" LONG STRAP POST - SEE FRAMING PLAN SECTION B-B ALT. STRAP LOCATION ALT. STRAP LOCATION POST - SEE FRAMING PLAN CS20 STRAP AT BEAM TO BEAM CONNECTION EACH W/ (10) 0.131" x 2 1/2" NAILS - NOT REQUIRED WHEN BEAM IS CONTINUOUS CS20x12" LONG STRAP ON EACH SIDE OF BEAM OR (1) AC POST CAP SIZED PER POST ON EACH SIDE CONTINUOUS OR BEAM TO BEAM CONNECTION - SEE FRAMING PLAN POST CAP STRAP ALTERNATE FE L T E N G R O U P , I N C . H E R E B Y E X P R E S S L Y RE S E R V E S T H E I R C O M M O N L A W C O P Y R I G H T A N D OT H E R P R O P E R T Y R I G H T S I N T H E S E C O N S T R U C T I O N DO C U M E N T S . T H E S E C O N S T R U C T I O N D O C U M E N T S AR E A N I N S T R U M E N T O F S E R V I C E F O R F E L T E N GR O U P , I N C . A N D S H A L L N O T B E C H A N G E D , CO P I E D , O R R E P R O D U C E D I N A N Y F O R M O R MA N N E R , N O R A R E T H E Y T O B E A S S I G N E D T O A N Y TH I R D P A R T Y W I T H O U T F I R S T O B T A I N I N G T H E EX P R E S S W R I T T E N P E R M I S S I O N A N D C O N S E N T O F FE L T E N G R O U P , I N C . CO N T R A C T O R S S H A L L V E R I F Y A N D B E RE S P O N S I B L E F O R A L L D I M E N S I O N S A N D CO N D I T I O N S O N T H E J O B A N D S H A L L N O T I F Y FE L T E N G R O U P , I N C . O F A N Y V A R I A T I O N S F R O M TH E D I M E N S I O N S A N D C O N D I T I O N S S H O W N B Y TH E S E C O N S T R U C T I O N D O C U M E N T S . © C O P Y R I G H T 2 0 1 6 F E L T E N G R O U P , I N C . DATE: DATE:DRAWN BY: CHECKED BY: JOB NUMBER: SERIES SUBDIVISION PLAN NUMBER SHEET NUMBER TI T L E : la r i s s a . a n a y a F e b 0 7 , 2 0 2 5 - 1 0 : 5 1 a m \ \ v m w a s h i n g t o n \ w a s h i n g t o n \ L G I H o m e s \ S e a t t l e \ S h e l m M e a d o w s \ 3 0 W i d e S e r i e s \ P l a n 1 8 4 3 \ A c t i v e F o l d e r \ 1 8 4 3 - 0 5 - S t r u c t u r a l d e t a i l s . d w g 11 4 1 0 N E 1 2 4 T H S T . SU I T E 1 0 3 KI R K L A N D 20 6 - 4 4 5 - 5 3 2 6 L. ANAYA 02/14/2025 L. ANAYA 02/14/2025 HAWTHORN SHELM MEADOWS 1843 WA 9 8 0 3 4 EXPIRES: 04/28/2025 J 54005 A C O B E.MOR G A N STAT E O F WASHI N G T O N P R O F ESSIONA L E N G I N E E RR EGISTE R E D 02/07/2025 ST R U C T U R A L DE T A I L S SD CRAWLSPACE BEAM AT POST CONNECTION SCALE: 3/4" = 1'-0"651 1'-0" LONG - 2x4 OR 3 1/2" WIDE 23/32" OSB ON EACH SIDE - ATTACH TO BEAM AND POST WITH (6) 0.131" x 3" NAILS EACHPOST - SEE FRAMING PLAN 6" 6" POST BELOW - SEE FRAMING PLAN PLAN VIEW ELEVATION VIEW BEAM - SEE FRAMING PLAN NOTE: FROM GRADE, PROVIDE MINIMUM 12" OF CLEARANCE TO BOTTOM OF BEAM AND 18" CLEARANCE TO BOTTOM OF JOISTS. WHERE CLEARANCE IS NOT PROVIDED, USE PRESSURE TREATED OR NATURALLY DURABLE WOOD NOTE: WHERE SITE SPECIFIC CONDITIONS CAUSE HEIGHTS ABOVE MAXIMUM ALLOWABLE, CONTACT ENGINEER FOR ALTERNATE POST SIZE. MAXIMUM HEIGHT POST SIZE (2) 2x 4x 6x AND GREATER 5'-0" 12'-0" 9'-0" CRAWLSPACE BEAM AT END SCALE: 3/4" = 1'-0"652 (2) 0.131" x 3" NAILS FROM BLOCK TO BEAM TYP.(2) 0.131" x 3" NAILS FROM BLOCK TO SOLE PLATE TYP. BEAM AND POST - SEE FRAMING PLAN 2" **(1) 2x4 MIN. BLOCK ELEVATION VIEW - BLOCK - STANDARD (2) 0.131" x 3" TOENAIL FROM KICKER TO NAILER TYP. (2) 0.131" x 3" NAIL FROM NAIL TO SOLE PLATE TYP. BEAM AND POST - SEE FRAMING PLAN ELEVATION VIEW - NAILER - ALTERNATE 2x4 NAILER ** WHERE FIRST JOIST ABOVE IS LOCATED WITHIN 6" OF END OF BEAM, BLOCK MAY BE OMITTED. CRAWLSPACE JOIST AT POST CONNECTION SCALE: 3/4" = 1'-0"653 1'-0" LONG - 2x4 OR 3 1/2" WIDE 23/32" OSB ON EACH SIDE - ATTACH TO BEAM AND POST WITH (6) 0.131" x 3" NAILS EACH POST - SEE FRAMING PLAN 6" SHIM JOIST FLUSH WITH POST BELOW PLAN VIEW ELEVATION VIEW JOIST - SEE FRAMING PLAN NOTE: PROVIDE MINIMUM 18" OF CLEARANCE BETWEEN BOTTOM OF JOIST AND TOP OF FINISHED GRADE NOTE: WHERE SITE SPECIFIC CONDITIONS CAUSE HEIGHTS ABOVE MAXIMUM ALLOWABLE, CONTACT ENGINEER FOR ALTERNATE POST SIZE. MAXIMUM HEIGHT POST SIZE (2) 2x 4x 6x AND GREATER 5'-0" 12'-0" 9'-0" FLOOR SHEATHING - SEE GSN 6" FLOOR SHEATHING OVERSPAN SCALE: 3/4" = 1'-0"812 ADD 2x4 MINIMUM NAILER AT (1) FLOOR MEMBER FOR SPACING > 24" AND < 25 1/2" AT BOTH FLOOR MEMBERS FOR SPACING > 25 1/2" AND < 27" 0.131" x 3" NAILS AT 12" O.C. SPECIFIED SPACING CENTER TO CENTER <= 24" ACTUAL SPACING > 24" AND < 27" IF OVERSPAN IS < 27" NOTE: IF OVERSPAN EXCEEDS 30" FLOOR MEMBERS SHALL BE MOVED OR AN ADDITIONAL FLOOR MEMBER SHALL BE INSTALLED. (2) 2x4 MINIMUM STACKED LADDER BLOCKS AT 24" O.C. (4) 0.131" x 3" NAILS AT EACH END IF OVERSPAN IS > 27" AND < 30" (4) 0.131" x 3" NAILS HOLDOWN RETROFIT - EPOXY SCALE: 3/4" = 1'-0"832 (2) 2x STUD HTT4 OR HTT5 5/8" DIA. THREADED ROD EMBED 7 1/4" INTO STEM WALL WITH SIMPSON SET-3G EPOXY* EXISTING STEM WALL (2) 2x CRIPPLE BLOCKING - MATCH WALL WIDTH ABOVE 5/8" THREADED ROD FLOOR SYSTEM 2 3/4" ALTERNATE CONDITION 2 CONTINUOUS THREADED ROD OR ADD COUPLER ALTERNATE CONDITION 1 SEE STANDARD CONDITION FOR INFORMATION NOT SHOWN HERE AT ENDWALL AND CORNER CONDITIONS - LOCATE THREADED ROD 4 1/2" OR MORE FROM CORNER/END OF WALL RETROFIT FOR ALL LSTHD8 *WHEN CONCRETE TEMPERATURE IS EXPECTED TO DROP BELOW 40 DEGREES IN UP TO 8 DAYS FOLLOWING INSTALL - SUBSTITUTE SET-3G WITH AT-XP AND CHANGE EMBED DEPTH TO 5 1/2" HEADER CONVERSION CHART SCALE: 3/4" = 1'-0"611 MAX. SPAN (2) 2x6 (2) 2x8 (2) 2x10 (2) 2x12 3 1/8" x 6" GLB 3 1/8" x 7 1/2" GLB 3 1/8" x 9" GLB 3 1/2" x 7 1/4" LVL 3 1/2" x 9 1/2" LVL 3 1/2" x 9 1/2" LVL 3 1/8" x 7 1/2" GLB 3 1/2" x 9 1/2" LVL 3 1/8" x 7 1/2" GLB 3 1/2" x 9 1/2" LVL 3 1/8" x 9" GLB 3 1/8" x 10 1/2" GLB 3 1/2" x 9 1/2" LVL 3 1/2" x 9 1/2" LVL (2) 2x4 3 1/8" x 6" GLB 3 1/2" x 3 1/2" LVL 3 1/8" x 6" GLB 3 1/2" x 5 1/2" LVL 3 1/8" x 7 1/2" GLB 3 1/2" x 7 1/4" LVL 3 1/8" x 6" GLB 3 1/2" x 7 1/4" LVL 3 1/8" x 7 1/2" GLB 3 1/2" x 7 1/4" LVL 3 1/8" x 7 1/2" GLB 3 1/2" x 9 1/2" LVL 3 1/8" x 9" GLB 3 1/2" x 9 1/2" LVL NOTES: 1. GLU-LAM BEAMS ARE BASED ON THE FOLLOWING PROPERTIES FOR 24F-V4: Fb = 2400 psi, Fv = 240 psi, AND E = 1,800,000 psi. 2. LAMINATED VENEER LUMBER (LVL) BEAMS ARE BASED ON 1.5E. 4x4 DF #2 4x6 DF #2 4x8 DF #2 4x10 DF #2 4x12 DF #2 3 1/8" x 6" GLB 3 1/2" x 3 1/2" LVL 3 1/8" x 6" GLB 3 1/2" x 3 1/2" LVL CONNECTOR CONVERSION CHART SCALE: N.T.S.612