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2006 - Serengeti - GLNRITTEN DIMENSIONS ON THIS DRANING SHALL HAVE PRECEDENCE OVER SCALEID 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 GONDITION WARRANTING CHANGE TO THE PLANS MUST BE VERIFIED WITH MNJ HOMES AND THE PROJECT STRUCTURAL ENG 1 NEER PRIOR TO GONSTRUGTION. ANY GONSTRUGTION TRADE WORKING ON THE PROJECT 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 ENGINEER CAN/MAY/NI LL RESULT IN PROJECT DELAYS AND THE GONTRAGTOR SHALL AGGEPT FULL RESPONSIBILITY FOR THE GOST AND TIME REOU I RED TO REGTI FY HOMES, NORTI-IW�ST nIVISION PLAN 2006 SOUARE F007A6ES T, 1A I N 2000 TOTAL 200& 6ARA0E 400 COVERED 41 FOF, �H �OV�R�D 5E5 FAT10 CONSTRUCTION TYPE: 5B OCCUPANCY: R5, U (garage) 2021 INTERNATIONAL RESIDENTIAL CODE FOR ONE AND TWO FAMILY DWELLINGS 2021 I NTERNA71 ONAL FIRE CODE 2021 UNIFORM PLUMBING CODE 2021 JNA5HIN67ON STATE ENERGY CODE 2021 INTERNATIONAL MECHANICAL CODE ARCH I TF-GT MWJ HOMES g515 NORTH CREEK PARKWAY SUITE 514 BOTHELL, WA 15011 PHONE: (425) 65q-4554 STRUCTURAL ENO I NEER FELTEN OROUP 25115 224th PL4GE SE SUITE G MAPLE VALLEY, WA 1:18055 PHONE: (425) 551-1150 D I ROTOR G - COVER SHEET EN I —5 - WSEG NOTES Al - FRONT/REAR ELEY/A71ON "All A2 - SHOE ELEVATION ELEVATION "All A5 - FOUNIDATION PLAN A4 - MAIN FLOOR PLAN A5 - ROOF PLAN ELEVATION "All - E3U 1 LID 1 NO SECT 1 ON DI - DETA I L PA6E (ARCH 1 TEGTURAL) EL - ELECTRICAL PLAN 6SN - 6ENERAL STRUCTURAL NOTES 51.1 -FOUNDATION PLAN 52.1 - FLOOR/ROOF FRAM I NO PLAN 55.1 - SHEAR PLAN 517) - STRUCTURAL DETA I LS (2 PA6ES) 5ULD& FOOTPR NT I l� C�ARAC�E GO��fi��D i�Ofi`GH 125-7 I REG 15TERED ARCH I TEOT MIOH EL N YNE JOHN50N STATE OF NASHINGTON co �a a o T U o M o �0 E Lo (D ci < w 0 0 W w 2 0 I V1 date : I Z-20-24 permit: revisions: drawn by MNJ G%1eGiGed by: Coe �z W 0 p zQwQQ V- 0�F_Q0O 11- m �y��Vo�v 0 0�° lYWL 01 m pQ �OOz !� (� Qq) 0-1z wmwvo<K Q �no_v< 7A5LE R402..5 N5JLA71 ON M' I N 1 IJM4 _\/ALJ S ANC F N 5fi Afi 1 ON REOJIREMEN75 C Oiv'FON N750 CLIMATE ZONE 5 AND MARINE 4 ( PRESCRIPTIVE ) FENESTRATION U-FACTOR b, j 0.50 SKYLIGHT b U-FACTOR 0.50 GE I L I NG 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 + 57B SLAB d,f R-VALUE 4 DEPTH 10, 4 FT a. R-values are minimums. U-factors and SHCC 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 Al 01.4 of chapter 51 -1 1C 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 +5T13" means R-10 continuous insulation on the exterior of the wall, or R-15 continuous insulation on the interior of the wall, or R-21 cavity insulation plus a thermal break between the slab and the basement wall at the interior of the basement wall. "10/15/21 +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 NG R-VALUE e R-4q WOOD FRAME WALL g,i R-VALUE R-25 FLOOR R-VALUE R-38 BELOW -GRADE c,h WALL R-VALUE 10/15/21 I NT + 5TB SLAB d,f R-VALUE $ DEPTH 10, 4 FT INSULATION VALUES HAVE BEEN GALGULATED USING THE 2021 GODS GOMPL I ANGE GALGULATOR. SEE GALGULAT I ON PAGKET 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-SHEATHING OR A SIMILAR PRODUCT. WILL NOT REQUIRE CONTINUOUS EXTERIOR INSULATION PER W5U'5 CODE COMPLIANCE CALCULATOR. S Cfi1ON R403 55fi5 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 Umin) 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 to4 cfm (113.3 Umin) 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 Umin) 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. L C,fi I C,AL F0 ANC L I H7 NC 5 57�oS 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. 7A5L�40& .2 N 6� O�AL.ZAfi ON (�r�fi5 GRED I TS SYSTEM D OF PRIMARY HEATING SOURCE ALL OTHER ALL GROUP R-2 a TYPE FOR COMBUSTION HEATING EQUIPMENT MEETING O 0 MINIMUM FEDERAL EFFICIENCY STANDARDS FOR THE EOU I PMENT L 1 STED IN TABLE C403.3.2(5) OR C403.3.2(6) FOR AN INITIAL HEATING SYSTEM USING A HEAT PUMP 1.5 O THAT MEETS FEDERAL STANDARDS FOR THE 2 EOU I PMENT LISTED 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 FOR HEATING SYSTEM BASED ON ELECTRIC 0.5 -0.5 RESISTANCE ONLY (EITHER FORGED AIR OR ZONAL) FOR HEATING SYSTEM USING A HEAT PUMP THAT 3.0 2.0 MEETS FEDERAL STANDARDS FOR THE EOU I PMENT LISTED IN TABLE C403.3.2(2) OR G4o3.3.2(q) 4 OR AIR TO WATER HEAT PUMP UNITS THAT ARE CONF I CURED TO PROVIDE BOTH HEATING AND COOLING AND ARE RATED IN ACCORDANCE WITH AHRI 550/51:10 FOR HEATING SYSTEM BASED ON ELECTRIC 2.0 0 RESISTANCE WITH: 1. INVERTER -DRIVEN DUCTLESS MINI -SPLIT HEAT PUMP SYSTEM INSTALLED IN THE LARGEST S ZONE IN THE DWELLING, OR 2. WITH 2KW OR LESS TOTAL INSTALLED HEATING CAPAC 1 TY PER DWELLING 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 380F (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 38°F (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 s❑ 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. GRED 1 TS OPTION DESCRIPTION ALL OTHER GROUP R-2 b I. EFFICIENT BUILDING ENVELOPE OPTIONS ONLY ONE OPT 1 ON FROM ITEMS 1.1 THROUGH 1.4 MAY BE SELECTED IN THIS CATEGORY. COMPLIANCE AI TH THE CONDUCTIVE UA TARGETS 15 DEMONSTRATED US 1 NG SECTION R402.1.5, TOTAL UA ALTERNATIVE, WHERE [I -(PROPOSED UA/TARGET UA)] > THE REQUIRED %UA REDUCTION PRESCRIPTIVE COMPLIANCE 15 BASED ON TABLE 0.5 0.5 I.I 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-10 PERIMETER AND UNDER ENTIRE SLAB OR COMPLIANCE BASED ON SECTION R402.1.5: REDUCE THE TOTAL CONDUCTIVE UA BY 15%. REGISTERED ARCHITECT MIGH EL W YNE JOHN50N STATE OF WASHINGTON 1� 0�0 1� U7 LU 0 V1 Z IIIIII In T V Z V1 J A i1 V 0 N � GATE: 10-06-24 REVISIONS: DRAWN BY: GHEGKED BY: MWJ MWJ L FOR FOOTNOTES, SEE SHEET EN-3 r GRED I T5 GRED I T5 GRED 1 T5 OPTION DESCRIPTION OPTION DESCRIPTION OPTION DESCRIPTION ALL OTHER GROUP R-2 b ALL OTHER GROUP R-2 b ALL OTHER GROUP R-2 b 1. EFFICIENT BUILDING ENVELOPE OPTIONS 3. HIGH EFFICIENCY HVAG EQUIPMENT OPTIONS AIR -TO -WATER HEAT PUMP WITH MINIMUM GOP OF 1.0 N/A 5.2 AT 47°F, RATED IN ACCORDANCE WITH AHRI ONLY ONE OPTION FROM ITEMS 1.1 THROUGH 1.4 MAY BE SELECTED IN TH 15 GATEGORY. ONLY ONE OPTION FROM ITEMS 5.1 THROUGH 5.10 MAYBE SELECTED IN TH 1 S CATEGORY. ITEM 550/5ci0 BY AN ACCREDITED OR CERTIFIED TESTING COMPLIANCE WITH THE CONDUCTIVE UA TARGETS IS DEMONSTRATED USING SECTION 5.11 MAY BE TAKEN WITH ITEMS 3.1 AND 3.3C ONLY. LAB. R402.1.5, TOTAL UA ALTERNATIVE, WHERE [I -(PROPOSED UA/TAR(5ET UA)] > THE REQUIRED %UA REDUCTION �.8a'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 WITH THE FOLLOWING MODIFICATIONS: PROPANE FURNACE WITH MINIMUM AFUE OF q596' THE MINIMUM EQUIPMENT EFFICIENCY, AND TOTAL INSTALLED HEAT CAPACITY (BY EQUIPMENT TYPE). VERTICAL FENESTRATION U = 0.15 OR GE I L I NG AND 5I NGLE-RAFTER OR JO I57-VAUL7ED �'1 a ENERGY STAR RATED (U.S. NORTH) GAS OR R-60 ADVANCED PROPANE BOILER WITH MINIMUM AFUE OF q09o". GAS -FIRED HEAT PUMPS) MEETING ANSI Z21.40.2 AND 1.5 1.5 WOOD FRAME WALL R-21 INT PLUS R-12 01 TO QUALIFY TO CLAIM TH 15 CREDIT, THE BUILDING Z21.40.4 OR GSA, WITH A MINIMUM UEF OF 1.15. FLOOR R-38 PERMIT DRAWINGS SHALL SPECIFY THE OPTION 5.cl FOR R-2 OCCUPANCY, GAS-F I RED HEAT PUMP(5) I.� BASEMENT WALL R-21 INT PLUS R-12 GI BEING SELECTED AND SHALL SPECIFY THE HEATING MEETING ANSI Z21.40.2 AND Z21.40.4 OR GSA, WITH A SLAB ON GRADE R-1 O PERIMETER 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 TYPE 2 IN TABLE R40h.2: GAS -FIRED HEAT PUMP WATER HEA7ER(5) MEETING COMPSYSTEM BASED ON SECTION R402.1.5: A I R-SOURCE CENTRALLY DUCTED HEAT PUMP WITH TIER 2 OF THE NEEA ADVANCED WATER HEATING REDUCE THE TOTAL CONDUCTIVE UA BY 22.5%. REDUCE MINIMUM HSPF OF q.5 SPECIFICATION FOR GAS -FUELED RES I DENTI AL OR STORAGE WATER HEATERS VERSION I.O. PRESCRIPTIVE GOMPL I ANGE 15 BASED ON TABLE 2.5 2.0 5.20 ENERGY STAR RATED (U.S. NORTH) GAS OR OR R402.1.3 W 1 TH THE FOLLOWING MODIFICATIONS: PROPANE BO 1 LER W 1 TH MINIMUM AFUE OF q051/o• FOR R-2 OCCUPANCY, GAS-F I RED HEAT PUMP VERTICAL FENESTRATION U = 0.15 TO QUALIFY TO CLAIM THIS GRED I T, THE BUILDING WATER HEATERS) MEETING TIER 2 OF THE NEEA GE I L I NG AND 51 NGLE-RAFTER OR JO I5T-VAULTED PERMIT DRAWINGS SHALL SPECIFY THE OPTION 5.10 f ADVANCED WATER HEATING SPEC I F I GATI ON FOR R-60 ADVANCED BEING SELECTED AND SHALL SPECIFY THE HEATINGGAS-FUELED REST DENTI AL STORAGE WATER WOOD FRAME WALL R-21 INT PLUS R-16 Cl EQUIPMENT TYPE AND THE MINIMUM EQUIPMENT HEATERS VER51 ON 1.0., SHALL SERVE ALL UNITS. 1.4 FLOOR R-45 EFFICIENCY. OR BASEMENT WALL R-21 INT PLUS R-16 CI FOR R-2 OCCUPANCY, GAS-F I RED HEAT PUMP(5) 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 5.1 (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 TH 15 CREDIT, THE BUILDING ENTIRE SLAB TEMPERATURE AS SPECIFIED IN APPENDIX RC PERMIT DRAWINGS SHALL SPECIFY THE OPT 1 ON OR 15 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 A5HP QUALIFIED HEATER EQUIPMENT TYPE AND THE MINIMUM REDUCE THE TOTAL CONDUCTIVE UA BY 309o". .� a'G'd PRODUCT LIST 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 2.3 MAY BE SELECTED IN TH 15 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 1 I G TO QUALIFY TO CLAIM TH 15 CREDIT, 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 5.3 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/F72 MAXIMUM AT 50 4 a d MAXIMUM PUMPING HYDRAULIC. HEAD OF 150 FEET AND MINIMUM GOP OF 3.6. 4. HIGH EFFIGIENGY HVAG 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 HVAG 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 RES 1 DENTI AL CODE OR SECTION EFFICIENCY. REQUIREMENTS OF SEGTI ON R403.3.2. 403.5 OfFNTHBNATIONAL MECHANICAL CODE ELECTRIC RESISTANCE HEAT, HYDRONIC 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. HEATING SYSTEM 15 ZONAL ELECTRIC HEATING, A DIRECT COMBUSTION HEATING EQUIPMENT W 1 TH TO QUALIFY TO GLA I M TH 1 S CREDIT, THE BUILDING DUCTLESS MINI -SPLIT HEAT PUMP SYSTEM WITH A 4 • I AFUE LESS THAN 80910 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 HEAT 1 NG TO THE TO QUALIFY TO CLAIM THIS GRED 1 T, 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 175 CONTROL SEQUENCE TO QUALIFY TO CLAIM TH 15 CREDIT, 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 HEATING EQUIPMENT TYPE AND THE MINIMUM ALL THE DUCTWORK. REDUCE THE TESTED AIR LEAKAGE TO 1.5 AIR EQUIPMENT EFFICIENCY. GHANGES PER HOUR MAXIMUM AT 50 PASCALS, OR FOR R-2 OCCUPANC I E5, 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 5.8 MAY BE SELECTED IN THIS CATEGORY. ITEMS AIR LEAKAGE 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 VARIABLE CAPACITY HEAT PUMP (CC VGHP) FOUND AND XXX ON THE NEEP CC VGHP QUALIFIED PRODUCT L 1ST A DRAIN WATER HEAT RECOVERY UNIT(5) SHALL BE 0.5 0.5 ALL WHOLE HOUSE VENTILATION REQUIREMENTS AS WITH A MINIMUM OF cl 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 TH 15 REQUIREMENT. FROM AT LEAST TWO SHOWERS, INCLUDING INTERNATIONAL RESIDENTIAL CODE OR SECTION IN AREAS WHERE THE WINTER DESIGN TUB/SHOWER COMBINATIONS. IT 15 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 L 15TED ON THE OR A MINIMUM EFFICIENCY OF 54% IF INSTALLED TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING NEEP QUALIFIED PRODUCT LIST. 5.1 FOR UNEQUAL FLOW. SUCH UN 1 T5 SHALL BE RATED PERM 1 T DRAWINGS SHALL SPECIFY THE OP71 ON XXX TO QUALIFY TO CLAIM THIS GRED 1 T, THE BUILDING IN ACCORDANCE W 1 TH GSA 855.1 OR I APMO I GC BEING SELECTED AND SHALL SPECIFY THE MAXIMUMZ�n PERMIT DRAWINGS SHALL SPECIFY THE OPTION 346-2017 AND BE SO LABELED. TESTED BUILDING AIR LEAKAGE AND SHALL SHOW BEING SELECTED AND SHALL SPECIFY THE HEAT 1 NG TO QUALIFY TO CLAIM THIS GRED 1 T, THE BUILDING THE HEAT RECOVERY VENTILATION SYSTEM. XXX EQUIPMENT TYPE AND THE MINIMUM EQUIPMENT PERMIT DRAWINGS SHALL INCLUDE A PLUMBING ��k 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 5.0 DOCUMENTATION SHALL BE PROVIDED THAT GHANGES 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 MAXIMUM AT 51 ZED AND INSTALLED TO PROVIDE HEAT TO ENTIRE 50 PASCALS DWELLING UNIT AT THE DESIGN OUTDOOR AIR 0.5 0.5 TEMPERATURE. FOR COMPACT HOT WATER DISTRIBUTION SYSTEM AND CREDIT, THE VOLUME SHALL STORE NOT MORE THAN ALL WHOLE HOUSE VENTILATION REQUIREMENTSS a d e EXCEPTION: IN HOMES WITH TOTAL HEATING LOADS Ib OUNCES OF WATER BETWEEN THE NEAREST 5.7 OF 24,000 OR LESS USING MULTI -ZONE MINI -SPLIT SOURCE OF HEATED WATER AND THE TERMINATION AS DETERMINED BY SECTION M1505.3 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 5 TO CLAIM THIS CREDIT USING SECTION R403.5.2. CONSTRUCTION 403.8 OF THE INTERNATIONAL MECHANICAL CODE SHALL BE B.Iq HSPF 2 (OR q HSPF). DOCUMENTS SHALL INDICATE THE OUNCES OF WATER IN PIPING BETWEEN THE HOT WATER SOURCE SHALL BE MET W 1 TH A HEAT RECOVERY TO QUALIFY TO CLAIM THIS GRED 1 T, THE BUILDING 5.2 AND THE TERMINATION OF THE FIXTURE SUPPLY. VENTILATION SYSTEM WITH MINIMUM SENSIBLE WHEN THE HOT WATER SOURCE IS THE NEAREST HEAT RECOVERY EFFICIENCY OF 0.80. DUCT PERMIT DRAWINGS SHALL SPECIFY THE OPTION PRIMED PLUMBING LOOP OR TRUNK, THIS MUST BE INSULATION SHALL COMPLY WITH SECTION BEING SELECTED, THE HEATED FLOOR AREA PRIMED WITH AN ON DEMAND RECIRCULATION PUMP R403.3.2. CALCULATION, THE HEATING EQUIPMENT TYPE(S), AND MUST RUN A DEDICATED AMBIENT RETURN LINE TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING THE MINIMUM EQUIPMENT EFFICIENCY, AND TOTAL FROM THE FURTHEST FIXTURE OR END OF LOOP TO THE WATER HEATER. PERMIT DRAWINGS SHALL SPECIFY THE OPTION INSTALLED HEAT CAPACITY (BY EQUIPMENT TYPE) . BEING SELECTED AND SHALL SPECIFY THE TO QUALIFY FOR THIS CREDIT, THE DWELLING MUST MAXIMUM TESTED BUILDING AIR LEAKAGE AND HAVE A MINIMUM OF 1.5 BATHROOMS. SHALL SHOW THE HEAT RECOVERY VENTILATION SYSTEM. FOR FOOTNOTES, SEE SHEET EN-5 ll I E5-11 REGISTERED ARCH I TEGT MIC-H EL W YNE JOHNSON STATE OF 1,4AS-+INOTON aL Lid Lid -_ 0 Tm� VHJ z � � T_ 0 W W O 2 I VI z IIIIII In T V Z A i1 V VI O n N DATE: 10-06-24 RE\/ISIONS: I7RANN BY: MWJ C IHEGKED B1': MWJ Fr TAE3LEE R406.3 FONT J ;� i CRED I TS OPTION DESCRIPTION ALL OTHER GROUP R-2 b WATER HEATING SYSTEM SHALL INCLUDE THE 0.5 0.5 FOLLOWING: ENERGY STAR RATED GAS OR PROPANE WATER HEATER WITH A MINIMUM UEF OF 0.80. 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 G I ENGY. WATER HEATING SYSTEM SHALL INCLUDE ONE OF 1.0 1.0 THE FOLLOWING: ENERGY STAR RATED GAS OR PROPANE WATER HEATER WITH A MINIMUM UEF OF O.ctl OR SOLAR WATER HEATING SUPPLEMENTING A MINIMUM STANDARD WATER HEATER. SOLAR WATER HEATING WILL PROVIDE A RATED MINIMUM SAVINGS OF 85 THERMS OR 2000 KWH BASED ON THE SOLAR RATING AND CERTIFICATION CORPORATION (SRCC) ANNUAL PERFORMANCE OF 06-300 CERTIFIED SOLAR WATER HEATING SYSTEM OR WATER HEATER HEATED BY GROUND SOURCE HEAT PUMP MEETI N6 THE REaU I REMENT5 OF OPTION 5.4. TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION BE I N6 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 N65. WATER HEATING SYSTEM SHALL INCLUDE ONE OF 1.5 1.5 THE FOLLOWING: GAS-F I RED HEAT PUMP WATER HEATER(5) MEETI N6 TIER 2 OF THE NEEA ADVANCED WATER HEATING SPECIFICATION FOR GAS -FUELED RE51 DENTI AL STORAGE WATER HEATERS VERSION 1.0. OR FOR R-2 OCCUPANCY, GAS-F I RED HEAT PUMP WATER HEATER(S) MEETING TIER 2 OF THE NEEA ADVANCED WATER HEATI N6 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-F I RED HEAT PUMP WATER HEATERS) 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 DRAW I N65 SHALL SPECIFY THE OPTION BE I N6 SELECTED AND SHALL SPECIFY THE WATER HEATER EQU I PMENT TYPE AND THE MINIMUM EOU I PMENT EFF I C I ENGY AND, FOR SOLAR WATER HEATING SYSTEMS, THE CALCULATION OF THE MINIMUM ENERGY SAVINGS. WATER HEATING SYSTEM SHALL INCLUDE ONE OF 2.0 2.5 THE FOLLOWING: ELECTRIC HEAT PUMP WATER HEATER MEETING THE STANDARDS FOR TIER III OF NEEA'S ADVANCED WATER HEATING SPECIFICATION OR FOR R-2 OCCUPANCY, ELECTRIC HEAT PUMP WATER HEATER(5), MEETING THE STANDARDS FOR TIER III 5.6 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-5 MINIMUM PIPE INSULATION. TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION BEING SELECTED AND SHALL SPECIFY THE WATER HEATER EQU I PMENT TYPE AND THE MINIMUM EQUIPMENT EFFIGIENGY. WATER HEATING SYSTEM SHALL INCLUDE ONE OF 2.5 3.0 THE FOLLOWING: ELECTRIC HEAT PUMP WATER HEATER WITH A MINIMUM UEF OF 2.q AND UTILIZING A SPLIT SYSTEM GONF I GURATI ON WITH THE AIR -TO -REFRIGERANT HEAT EXCHANGER LOCATED OUTDOORS. EQU I PMENT SHALL MEET SECTION 4, REQUIREMENTS FOR ALL UNITS, OF THE NEEA STANDARD ADVANCED WATER HEATING SPECIFICATION WITH THE UEF NOTED ABOVE OR FOR R-2 OCCUPANCY, ELECTRIC HEAT PUMP WATER HEATER(5), MEETING THE STANDARDS FOR TIER III OF NEEA'S ADVANCED WATER HEATING SPECIFICATION AND UTILIZING A SPLIT SYSTEM GONF I GURATI ON 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-8 MINIMUM PIPE INSULATION. 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 EQUIPMENT EFFIGIENGY. f a. An alternative heating source sized at a maximum of 0.5 Wattslft2 (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. 12071 REGISTERED ARGFi I TEGT MIGH EL N YNE JOHNSON STATE OF WA5HINGTON w 0 T m<� W 3:W 0 z<�I �J0 1� W 0 2 V1 Z In III V Z Vl J l 1 V V1 n O n N � DATE: 10-06-24 REVISIONS: DRANN BY: GHEGKED B'r': M1NJ MWJ N - a WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. DUE TO POTENTIAL ALTERING DURING THE PRINTING FROGESS, DO NOT SGALE DRAW 1 NGS. GONTRAGTOR SHALL VERIFY ALL DIMENSIONS AND GONG I TI ONS PRIOR TO PROGEEID I NG WITH GONSTRUGTI ON. ANY ALTERATION, REVISION Of --SITE GONDITION WARRANTING GHANGE TO THE PLANS MUST BE VERIFIED W 1 TH MWJ HOMES AND THE PROJECT STRUCTURAL ENr- , I NEER PRIOR TO CONSTRUGTION. ANY CONSTRUGTION 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 GONTRAGTOR SHALL AGGEFT FULL RESPONSIBILITY FOR THE GOST AND TIME REQUIRED TO RECTIFY NOTES: I. ALL WOOD EXPOSED TO WEATHER SHALL BE PRESSURE TREATED, f-A I NTED OR CEDAR. Z. CAULK AND SEAL ALL WINDOW/DOOR AND EXTERIOR ENVELOPE PENETRATIONS. 5. GLAZING PER STATE ENERGY GORE. 4. PROTECTION FROM DECAY IS REQU I RED FOR ALL WOOD SIDING AND WALL FRAMING LESS THAN Z" ABOVE CONCRETE STEPS, PORCH SLABS, PATIO SLABS, AND SIMILAR HORIZONTAL SURFACES EXPOSED TO THE WEATHER 5. REFER TO ALL ELEVATIONS FOR T"rPICAL NOTES. 6. S.G. = SAFETY GLASS FLASHi I NG 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 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 FINISH OR TO THE WATER RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE Z. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS 5. UNDER AND AT THE ENDS OF MASONRY, WOOD, OR METAL GOP I NGS AND SILLS 4. GONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM 5. WHERE EXTERIOR PORCHES, DECKS, OR STAIRS ATTAGH TO A WALL OR FLOOR ASSEMBLY OF WOOD FRAME GONSTRUGTION 6. AT WALL AND ROOF INTERSECTIONS -7. AT BUILT IN GUTTERS HORIZONTAL SIDING WHERE SHOWN 5/4 X 4 EXTERIOR CORNERS AND ZXZ _ INTERIOR CORNERS STONE VENEER WHERE SHOWN- INSTALL FER _ MFG. SFEGIFICATIONS LIGHT/ADDRESS BLOCK 7-1/4" X 56" MA FI 2X8 BARGE BOARD ALL GABLE ENDS SHINGLE SIDING WHERE SHOWN Iz 5 Iz a i �RON7 r=LEE\"/ilkT I ON SEE GENERAL NOTES Rr=/4h%R r=Lr=\I/il%T 1 ON SCALE: 1/4" = 1'-0" SEE GENERAL NOTES SCALE: 1/4" = I'-O" RUN TOP AND BOTTOM TRIM I PAST SIDE TRIMS HEIGHT OF STRUCTURE PITCH ROOM CEILING FOYER GE I L I NG _MAIN FLOOR P.L. 5/4 X 4 - -� WINDOW/DOOR = 0 N TRIM i O FIN. FLR. MAIN ,� 12871 I\\I REGISTERED ARr-H I TEGT MIr- L W YNE JOHNSON STATE OF WA5HlNGTON Go _sz U Q a O � - V C v m r� o 0 0 0 Z h7 � Lo (1) W Z 0 i r nO V, W 2 0 I z V. V ri L I date : 1 Z-ZO-24 permit: revisions: drawn by MWJ �hecl�ed �by: SH-iE-= E:-=-F I )-z O p z4WQQ D-<b I� O zo< Q<zo l <�do III ��w� m�� oli V jl�-Ilzoo WD< 0 ozo) -j tu 0 — OK- izICI) �i�w� z <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 WITH CONSTRUCTION. ANY ALTERATION, REVISION OR SITE GONDITION WARRANTING GHANGE TO THE PLANS MUST 8E VERIFIED WITH MW_J HOMES AND THE PROJECT STRUGTURAL ENGINEER PRIOR TO GONSTRUCTION. ANY GONSTRUGTION TRADE WORKING ON THE PROJECT MUST HAVE KNOWLEDGE OF THE LOCAL 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 STRUGTURAL ENGINEER CAN/MAY/WILL RESULT IN PROJECT DELAYS AND THE GONTRAGTOR SHALL AGGEPT FULL RESPONS I B 1 L I Tl' FOR THE COST AND TIME REQUIRED TO RECTIFY M? NOTES: I. ALL WOOD EXPOSED TO WEATHER SHALL BE PRESSURE TREATED, PAINTED OR =_ CEDAR. Z. CAULK AND SEAL ALL WINDOW/DOOR AND EXTERIOR ENVELOPE PENETRATIONS. S. GLAZING PER STATE ENERGY GORE. 4. PROTECTION FROM DECAY 15 REOU I RED FOR ALL WOOD SIDING AND WALL FRAMING LESS THAN Z" ABOVE GONGRETE STEPS, PORGH SLABS, PATIO SLABS, AND SIMILAR HORI ZONTAL SURFAGES EXPOSED TO THE WEATHER 5. REFER TO ALL ELEVATIONS FOR TYPICAL NOTES. 6. S.G. = SAFETY GLASS FLAE)H I NG NOTE APPROVED CORROSION-RES 1 STANT FLASHING SHALL BE APPLIED SH I NC�LE FASHION IN SUCH A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER INTO THE BUILDING STRUGTURAL FRAMING COMPONENTS THE FLASH I NC-2 SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION RESISTANT FLASHING SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS: I. EXTERIOR WINDOW 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 SUBSEQUENT DRA I NACRE Z. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY GONSTRUGTI ON WITH FRAME OR STUGCO WALLS S. UNDER AND AT THE ENDS OF MASONRY, WOOD, OR METAL GOP I NC�S 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 6. AT WALL AND ROOF INTERSECTIONS -7. AT BUILT IN (- UTTERS R I GAT r=1_EEV�T 1 Oil SEE GENERAL NOTES SCALE: 1/4" = P-O" SEE GENERAL NOTES SCALE: 1/4" = P-O" NSPHALT COMP. SHINGLES ::�)N 1 S# FELT METAL FASCIA GUTTER IN FLOOR P.L. N. PLR. MAIN 1.25-71 REGISTERED ARGi-i I TEGT MIGH L W YNE JOHNSON STATE OF 1NA5HINOTON Go -SZ U Q IZ O � V C v � - m r� o 0 V 0 Z I7 � Lo (1) '-Q In W Z 0 i r nO V, W 2 0 I 7- V. V L 0- date : 1 Z-ZO-24 permit: revisions: drawn by MWJ checl�ed by: !E;,i-iE:-: E-:T �z 0 p z4WQQ I� 0 zzoqo<<z° p<�00z� �lJ J��l�Qd1vW� Q wwv QD-V< <7Lu°Q rl dRs6A�kT it rY�ikD'f N� r t®i tITc#IHI�eE>i�f�UNkk�l�e L r�d�.dlin��i�l1-tF% �, I��1`$Ils�ll�iN`aci�Wl�h�kl�Q��I�JNS ujF?}�n$�II�®rG��kDB�tlayY`�#dt��RUGTION. ANY ALTERATION, REVISION OR SITE CONDITION WARRANTING GHANGE TO THE PLANS MUST BE VERIFIED WITH MWJ HOMES AND THE PROJECT STRUCTURAL ENG I VEER PRIOR TO GONSTRUGTION. ANY GONSTRUGTION TRADE WORKING ON THE PROJECT MUST HAVE KNOWLEDGE OF THE LOCAL 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 REQU I RED TO REGTI FY FOUNDATION VENT CALCULATION 2006 SQUARE FEET = E300 10 VENTS REQU I RED 6.68 sctft .IL (-72 scL in per vent) STRUCTURAL NOTES: SEE "S" 5HEET5 FOR ALL STRUCTURAL NOTES AND DETAILS PROVIDED BY FELTEN GROUP NOTES: ALL WOOD IN CONTACT W 1 TH GONGRETE SHALL BE PRESSURE TREATED OR CEDAR. PROVIDE GRAWL DRAIN ® LOW POINT IN GRAWLSPAGE. SOLID BLOCKING UNDER ALL BEARING WALLS. SLOPE ALL GONG. STOOPS AND/OR PATIOS I/4" PER FOOT AWAY FROM DOORWAYS. SEARING WALL ABOVE 65'-0" IN � \ 0o TUB SINK ABA/. ABV. W.G. AS .(D. _ OI SIHOO1NER P`B'V\ FOUNDATION VENTS / L L� �16"6" SCREENED 10 REQU I RED - O - - I W.G. ABV. S 18"x24" SINK . ABVCO() T S� GRWL. SPACE �T� I NS 4E WS FAU o v 4" SLAB CONCRETE S� SST SLOPE AWAY FROM THE _ HOUSE 1/4" PER FOOT MINIMUM O O T w SJ = 0 <00 0 sN OIL IX 6 MIL. BLAGIG VAPOR BARRIER FROM TOP OF FTC. TO TOP OF FOTN. WALL W/ 12" LAP ® ALL SEAMS �� 15" MINIMUM GRAWLSPAGE 12" MINIMUM UNDER BEAMS ST SJ 4" GONGRETE SLAB SLOPE 4" TO OVERHEAD DOOR GRANULAR FILL UNDER - OARAOE LAB SO O SLOPE 5" DOOR J 2X PT FRAME FLOOR O SINK W/ PLYWOOD SHEATHING ASV. TO MAKE FLOOR FOR N BOILER ROOM LEVEL WITH THE MAIN FLOOR N X GONG. \ PAD FOR AG UNIT N.H. ASV/ o— O DS ��WQ� 65'-0" FaM)Q� UFER 6" TALL 5'-0 I' 7-OUN=;�AN71 ON SEE GENERAL NOTES SCALE: 1/4" = I'-O" A 12871 I\\I REG I5TERED ARCH I TEGT MIGH EL YNE JOHNSON STATE OF iNASHINGTON co p. Q a o C M. 0 a Op .� 0 0 Z M � Ln Lu z 0 r n� v / W 2 0 i 7- V • V W L 0- date : I2-20-24 permit: revisions: drawn by MWJ �he� ed :by: E;,i--fE=-= E=-=T 0 p Z<Wzn $ 2FOX X 0 zzo W<Q -zO �J r III � D- lJ-I M�M z0��0�Q� 11) �0W0�WIL- 0 Q00o Q z �llJv- 111 n u, Oro O-lz <Z15OQ 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 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 GORES. MW.J 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 B'I' MWJ HOMES AND/OR THE PROJECT STRUGTURAL ENGINEER GAN/MAY/WILL RESULT IN PROJECT DELAYS AND THE GONTRACTOR SHALL AGGEPT FULL RESPONSIBILITY FOR THE GOST AND TIME REQUIRED TO REGTIFY NOTES: ALL EXTERIOR HEADERS MUST BE INSULATED WITH R-1 O INSULATION PER WSEG FOR WINDOWS WITH OPERABLE OPENINGS MORE THAN 72" ABOVE THE FINISHED GRADE OR SURFAGE BELOW, THE LOWEST PART OF THE CLEAR OPENING SHALL BE 24" MINIMUM ABOVE THE FLOOR. EXGEPTIONS: FULLY OPEN WINDOWS WHERE A 4" SPHERE MAY NOT PASS THROUGH OR WHERE FALL PROTECTION DEVICES ARE PROVIDED PER ASTM F 20GiO OR R612.5 TUB/SHOWER UNITS SHALL HAVE FIRE Q BLOCKING BETWEEN WALL STUDS AND WATERPROOF SURROUNDS TO +72" FROM DRAIN. GLAZING, INGLUDING Q WINDOWS WITHIN +-12" OF DRAIN, SHALL BE SAFTEY GLASS. SHOWER FLOW IS LIMITED TO 2.5 GAL/MIN. EXHAUST FANS LARGER THAN 50GFM 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 REOU I RED FOR ALL FUEL BURNING APPLIANCES EXTERIOR DOORS SHALL BE PROVIDED WITH LANDINGS OR FLOORS NOT MORE THAN 7-5/4" BELOW THE TOP OF THE THRESHOLD PER IRG R51 1.5 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 55 FEET (INGLUDING TRANSITION DUGTS) IF FITTINGS ARE USED, THE MAXIMUM LENGTH SHALL BE REDUCED TO BE PER DRYER OR THE DRYER EXHAUST POWER VENTILATOR'S MFG'S INSTALLATION PER I MG 504.0 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 408.5 AND 40q.4 COMBUSTION AIR TO BE PROVIDED TO FURNACE CLOSET VIA FRESH AIR FROM OUTSIDE. MEGH 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 DUGTS 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 514 OCARBON MONOXIDE DETECTOR PER IRG 315 GARAGE NOTES: 1. GARAGE/LIVING SEPARATION, USE 5/0" TYPE 'X' GWB AT CEILING/WALL WRAP POSTS AND BEAMS. 2. INSULATE ALL WARM WALLS AND GEILING. 5. DOOR BETWEEN GARAGE AND RESIDENCE SHALL BE 1-5/8" MINIMUM THICK SOLID WOOD OR STEEL WITH SOLID OR HONEYCOMB GORE OR 20 MINUTE FIRE RATED EQUIPPED WITH A SELF CLOSING DEVICE. 4. DUGTS IN GARAGE AND DUGTS PENETRATING THE WALLS OR GEILINOS SEPARATING THE RESIDENCE FROM THE GARAGE SHALL BE NO. 26 GAGE SHEET STEEL AND HAVE NO OPENINGS INTO THE GARAGE HEATING NOTES: + INSTALL PER ASHRAE qOA-88 + 15" PLATFORM OF 2 LAYERS 5/4" PLYWOOD (I LAYER IF PLATFORM 15 ON SLAB) + SEE HEATING NOTES OPTIONAL NOTES: RAISE ALL PILOTS, BURNERS AND SWITCHES +15" MINIMUM ABOVE SLAB. STRUGTURAL NOTES: SEE "S" SHEETS FOR ALL STRUGTURAL NOTES AND DETAILS PROVIDED 8Y FELTEN GROUP I O'-2 " MID 0� I 1_211 SIN LE HUN CEG E� 15'-10" 1 1'-211 S1NGJ HUNG 2'-611. 5'-1 11 51_511 406C SIN01 HUNG 10'-411 5'-411 5'-OII 51_ 406 5 1 N r=71 E HUNG INSTALL PLUMBING (EGR SS) FOR FUTURE TUB/SHOWER COMBO WHEN SALES OFFICE IS CONVERTED TO A RESIDENCE TOP OF WINDOWS AT MAIN FLOOR TO BE AT 8'-0" UNLESS OTHERW 1 SE NOTED z M 12468 I FUTURE I T.P. SEE DETAIL ON SHEET = Q V m SPaTHHIS BEDROOM LOCATION q'—O" PLATE =4—A — O z OF GRAB BARS STANDARD ATE3LOe_<IN0 O Q- CLOSING AT THESE MAIN LEVEL UNLESS LOCATIONS IN HE NOTED OTHERWISE HALL -1 CEILING ROOM NO 0 50 26 8 Q ol 50 V O GLA55 d1 GFM H.S. (L q'—o" GFM W LL TO BE J MORTGAGE FAN O . R MOVED WHEN OFF I GE O z TUNALL ON B DE K LEDGE ®FAN VTO O I SALES - GE I L I NC, �_ Q IU VT SALES OFFICE I S MANAGER OFF I GE FU URE NVERTED O I = O I fn MANACGER O O I 4'-4" � � < BE ROOM — -- 'Q G TO A ESIDENGE H.S. uj O J to H,S, FUTURE - In W I- = GE I L I NG FUTURE GE I L NG X W J BEDROOM Z BATH 2 Z DEN X� z O - 0 Ul y r 5'-4" 0 0 H.S. 0 O O `l W I L4 CEILING O lu Z GE� ING O O 0 = < 0 � I10\/ S.D. O Z � I I _ O T.P. BACKING 24" AFF 6'—O" r " O c0 = W ° SI I Xj O Ri I10�/ S.D. �0 5480 = t�I z � (� (� L fi IL J O P— — —O L J < NOTE: ALL DOORS TO X V Ig^G,� HAVE LEVER _ A In / HARDWARE / " Q ACCESS I Q p FOYER .. mO H.S. Q GDLO0 Q < O GONG CEILING 5OE50 I � W 0 ENTRY I I -Oi- q' CEILING DOOR Q I - 3' 4 " AT OPENING 2565 FULL N 0 OPNG. TEXTURE LEVEL 4 LIGHT ORANGE PEEL 1 IN - Q I Cr GO\/ERED PAIR DINING FRAME AND LAMINATE TOP LAM. DROPISOFFIT Q PATIOoNc F668 ROOM CASE OPENING — — — — — — — TOP - DOOR TO BE q'—O" INSTALLED AT I CEILING OZ TS CONVERSIONly DOOR TO HAVE I TERNAL Oz N Fu ADA RAMP TO FRONT BLINDS 0 0 Q I' DOOR -CONCRETE SURFAGE (� WITH A MAXI MUM SLOPE OF ACTIVE HEAT OETEcfTOR TO BE INTERCONNECTED I: 12 TO FRONT PORCH TO THE ALARM IN j THE HALLWAY THAT PITCH WILL PROVIDE 2 NOTIFICATION FLUSH BARTOP OCCUPANT F� q" OVERHANG _ - ROOM 0 kl) H.S• GREAT ROOM BOILER z SHELF ABV. — CEILING O ROOM �I /\ CARPET H0tu Q 0 Cr In� I SINK FUTURE 2 CEILING GAR GARAGE O LL O zz " ° z � - KK rli dl FUTURE /I\ 7� CIl ob LAUNDRY 1 K I TGHEN I G0NS7P.UGTI ON OFF I GE / q 1_0'1 H.S. I 3'-O" H.S. � � CEILING Q GEILING N Q 2068 t11 SO NO TEXTURE ON GFM < WALL 4' FROM i- A.G. FAN ® O CABINET CORNER UNIT VTO REFG. B OGKING 36" TO CENTER `-'4" TO CENTER 46" TO CENTER x X (Q ELEG. HEAT 246 y MINI SPLIT PUMP V HEAD = — — — — — — — — — ---- " LOUV RED I HWT LOCATION ° 0 \j CABINET ABV. PANTRY L_ F=======l DOO m/71 I \1 ___7 -7m LINE SETS TO BE RUN FROM FURN. TO BACK CORNER OF HOUSE GAR/FURN SIDE SEE GENERAL NOTES SCALE: 1/4" = I'-O" ,� 12871 \\I REGISTERED ARCH I TEGT MICH EL YNE JOHNSON STATE OF AASHINOTON Go O, CL o _ U �m� 0 Z 17 L Lo a) Lu 0 2 � n® U/ W 2 0 i F z V / V Q 0— date : 12-20-24 permit: revisions: drawn by MNJ checked by: Vl z W 0 Q ZQWQQ W ° •��m OIL IIIV �r�O�w�n� z0�n�-0 I QO 0 0 `W°�°o LL N Q_jz W[OW�O< # Q vQa-Y< <Zw°Q WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE FREGEDENGE OVER SGALED DIMENSIONS. DUE TO POTENTIAL ALTERING DURING THE PRINTING PROGESS, DO NOT SGALE DRAWINGS. GONTRAGTOR SHALL VERIFY ALL DIMENSIONS AND GOND I T I ONS PRIOR TO FROGEEDING WITH GONSTRUGTION. ANY ALTERATION, REVISION OR SITE GONDITION WARRANTING GHANGE TO THE PLANS MUST BE VERIFIED WITH MWJ HOMES AND THE FROJEGT 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 8Y MWJ HOMES. ANY ALTERATION TO THE FROJEGT MADE WITHOUT PRIOR APPROVAL BY MW_J HOMES AND/OR THE FRO_JEGT STRUGTURAL ENGINEER GAN/MAY/WILL RESULT IN PROJECT DELAYS AND THE GONTRAGTOR SHALL AGGEFT FULL RESPONSIBILITY FOR THE COST AND TIME REQUIRED TO REGTIF-r STRUGTURAL NOTES: SEE "S" SHEETS FOR ALL STRUGTURAL NOTES AND DETAILS PROV I DED BY FELTEN GROUF ROOF FRAMING NOTES GUT RAFTER TAILS TO MATGH 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 GALGULATION 2505 SOFT AREA = 8.55 SOFT REOU I RED 500 (8.55) X (50%) = 4. 18 SOFT MIN. REOU I RED AT EAVES AF50 ROOF JACK VENTS= .54 SOFT EACH VENT PROVIDE 14 AF50 VENTS = 4.-76 SOFT PROVIDED (8.55) X (50%) = 4.18 SOFT MIN. REOU I RED VJ 1 TH I N 5' OF THE RIDGE AF50 ROOF JACK VENTS= .54 SOFT EACH VENT PROVIDE 14 AF50 VENTS = 4.-76 SOFT PROVIDED TOTAL VENTING= q.52 SOFT PROVIDED A T ONE HOUR RATED OVERH�NC-� ® SIDE ELEVATIONS OF THE HOME T'I'F I GAL A ONE HOUR -6 RATED OVERHANG ® SIDE ELEVATIONS OF THE HOME Tl'F I GAL NGH GAL ,F RHANG ROOF` L.AYOUT FL.A%N SEE GENERAL NOTES eC,ALE: 1/4" = I'-O" 128-11 \\I FZEGISTERED ARCH I TEGT MIGH EL YNE JOHNSON STATE OF WASHINGTON 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 �� nn® VJ W 2 O I �L 1 z V' 4� 0 L 0- dote : 12-20-24 permit: revisions: drawn by MNJ G%1PGiGPd �by: VJ \-z W 0 Z� Q z<uwz0 � O QTQoQFq)o IIO -0 z< Lu 0�n� 0 0 QC°OM !L 111 z N LuC)W < <zw°Q WRITTEN DIMENSIONS ON THIS DRAWING 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 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 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' PITCH ROOM FLOOR JOISTS PER ENGINEER'S LAYOUT Sr=GT 10IN �—� PRE. MFG. ROOF TRUSSES N/ SHEATHING PER "NOOD SHEATHING" NOTE ON SHEET GSN APPROVED UNDERLA"rMENT ON TOP OF SHEATHING NI TH ASPHALT COMP. SHINGLES. INSTALLER TO FOLLON MFR. INSTRUCTIONS FOR INSTALLATION AND MATERIAL SPED I F I CATI ONS F'RE. MFrv. TRUSSES 24" O.G. R-60 ® ATTIC ROOF TRUSSES PER ENG 1 NEER'S LAYOUT CLOSING ROOM R-S8 ® CRANLSPACE SEE GENERAL NOTES SCALE: 1/4" = 1'-0" P I TGH ROOM P.L. MAIN FLOOR P.L. 2X6 STUD NALL N/ -7/16" O SHEATHING 24/16 1 R-ZS SPAN RATING EXTERIOR APPROVED BUILDING - - NALLS PAPER ON TOP OF _1 SHEATHING N 1 TH HARDIE SIDING OR SIMILAR- INSTALL PER MFG,. SPECIFICATIONS GRAB BAR 1.25" TO 1.5 " DIA. 1.5" GLR. FROM WALL ADA STALL_ FIN. FLR. MAIN S I DE V I EN NOTE: REF=Efz TO STRUGTURAL_ ENC�INEEfiz'S SHEETS FOR ALL STRUGTURAL_ MEMBER S I Z I NC2S AND SFEG I F I GAT I ONS AZD)A STALL FONT V I EN SIGNAGE HILL BE PLACED ON THE DOOR TO THE ADA RESTROOM I ND I GATING THAT THIS RESTROOM 15 AN ACCESSIBLE RESTROOM ,ER LAVATORY: 54" MAXIMUM RIM HEIGHT (SINIK) 2 7" MINIMUM APRON HEIGHT 17" MINIMUM DEPTH <NE SPACE Oct" MAX) G" HIGH BY 6" DEEP TOE SPACE MIRROR BOTTOM ® 34" ABA/. FLR TED HOT WATER AND LINE. NO SHARP OBJECTS &0.. REsTROOM S 1 NK FRONT VIEN SEE GENERAL NOTES SCALE: 1/4" = 1'-0" ,� 12871 \\I REGISTERED ARCH I TECT MICH L W YNE JOHNSON STATE OF WA5HINGTON co 0- Q CL o � U C Ql U o :�- o M �_ m Z I`7 co Loo� E Lo a) \q ?� 0, J) <i L/ ! Lu YL 0 � n® V W 2 0 I V z V1 N 0 L 0- date:- permit: revisions: drawn by MWJ checked �by: /a gigs �z w 0 p zQWQQ 0 Q� Lu<�_zo lu 0 0 Q °000zo nn II�� z�ro�i�w�n !L U) Q@�_qQ_jz N Wmwc�o< # Q vQa-v< <Zw°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 NRITTEN 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 GOND I T I ONS PRIOR TO PROGEEOING N1TH GONSTRUGTION. ANY ALTERATION, REVISION OR SITE CONDITION WARRANTING GHANGE TO THE PLANS MUST BE VERIFIED WITH MN.J HOMES AND THE PROJECT STRUGTURAL ENG 1 NEER PRIOR TO GONSTRUGTION. ANY GONSTRUGTION 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 MNJ HOMES. ANY ALTERATION TO THE PROJECT MADE NITHOUT PRIOR APPROVAL BY MNJ HOMES AND/OR THE PROJECT STRUGTURAL ENO I NEER GAN/MAY/NI LL RESULT IN PROJECT DELAYS AND THE GONTRAGTOR SHALL AGGEPT FULL RESPONSIBILITY FOR THE COST AND TIME REOU I RED TO REGTI FY ELEGT9; --,' I GAL NOT�5: I. INSTALLATION OF BOTH PHONE AND TV SHALL PROVIDE ALL OUTLETS TO BE RUN AS HOME RUNS WITH ALL WIRES TERMINATING AT A SINGLE .JUNCTION LOCATION IN EITHER THE HOUSE/UNIT OR GARAGE z. PHONE/TV-GAT 5-ROUGH IN ONLY, GABLE COMPANY PROVIDES TRIM 5. RANGE TO BE W I RED FOR ZZOv 4. FAN SIZES: POWDER ROOM-50 GFM WITH TIMER (COOPER PT18M) BATHROOM5-50 GFM FAN WITH TIMER (COOPER PT 18M) UTILITY ROOM- PER WSEC CALCULATIONS 5. PROVIDE 200 AMP G I RCU I T BREAKER PANEL ELEC,7R I GAL LEGEND : 110 VOLT WALL CONVENIENCE OUTLET 110 VOLT WALL CONVE I N I ENGE OUTLET G.F.I . W 1 TH GROUND FAULT I NNTERUPTOR Ea 2Z0 VOLT WALL CONVENIENCE OUTLET 110 VOLT WEATHERPROOF OUTLET WITH GAP W.P. 110 VOLT SPLIT W I RED CONVEN I ENGE OUTLET =USB I10 VOLT WALL CONVENIENCE OUTLET W/ USB PORTS ® 110 OR ZZO VOLT SPi=CIAL PURPOSE OUTLET O LED PUCK L I GHT PEND. PENDANT L I GHT FIXTURE WALL MOUNTED L I GHT F I XTURE (OR SCONCE) GE I L I NO FAN W. CEILING FAN PRE -WIRE 0 L I GHT BAR FIXTURE O HEAT LAMP ❑® UNDERWATER L I GHT �Q RECESSED L I GHT F I XTURE DIRECTIONAL RECESSED LIGHT FIXTURE C - - - SURFACE MOUNTED STRIP F I XTURE FLUORESCENT LIGHT SINGLE POLE SW I TGH S I NOLE POLE SW I TGH DIM. W 1 TH DIMMER DEV I GE THREE WAY SW 1 TGH '4 FOUR WAY SW 1 TGH O 110 VOLT SMOKE DETECTOR I NTERGONNEGTED ® DD DUAL DATA GONNEGTION ® T TELEPHONE OUTLET LFANVTO G.F.M. FAN (VENT TO OUTSIDE) //. Elo DOORBELL 0 KEYPAD ITI THERMOSTAT FLOOD L I GHT GAS OUTLET Q CO2 ALARM SPEAKER ❑M MOTION DETECTOR 20" X 20" IT EQUIPMENT RACK, BOTTOM 24" FFF DEDICATED PLUG FOR PHONE SYSTEM AND HR MOUNTED 48" FFF HR PLUS 54" FFF - DIST BOX 54" FFF TO THE BOTTOM INSTALL PLYWOOD UNDER SHTRK FOR AOT SECURITY MONITORING OV OUTLETS IN FRAME NALL AT THE BOTTOM OF THE BOX iD I STizl BUTION BOX DOOR = I STR I aUT 1 Oil aOX O SEm-�GT 1 ON V I F. SCALE: I = I -O ROD 4 SHELF YVI RELES5 DIST. BOX DED I GATED PLUG ® 45" FFF I I IT EQUIPMENT RACK _- 20" X 20" I O SHELF N O 17 ^A4,L.L =�E'2-7AIL SCALE: 1/2= I -O LOW �OLT�G� L�G�ND ® CAT G ETHERNET Lc� I SPEAKER ® DATA/COX I AL HONfERUNS viW ELECTRIC vEHIdE PRO\/IDE ONE Ev READY PARKING STALL- LOCATE AN OUTLET WITH A MINIMUM 40 AMPERE DEDICATED 208/240 BRANCH GIRGUIT WITHIN THE GARAGE FOR Ev PLUG IN/CHARGER PLUG IN LOW VOLTAGE LEGEND 1. ALL 1:;A7A _JACKS TERM I NATE]D IN T508a Z . ALL DATA HOMERUNS TERMINATED WITH RJ45 MALE PLUGS 5. 5 CATC /1 COAXIAL CABLE i=ROM OUTSIDE TO 17 CLOSET 4. 14 C�AUC�E SPEAKER WIRE FROM SPEAKER LOCATION TO IT CLOSET PER 2021 NASH I NGTON STATE ENERGY CODE SECTION R4O4.5 "EXTERIOR LIGHTING CONTROLS" WHERE THE TOTAL PERMANENTL--r INSTALLED L I GHT I NG POWER 15 GREATER THAN 50 WATTS, THE LIGHTING FIXTURE SHALL BE CONTROLLED B'1' A MANUAL ON AND OFF SNITCH WHICH PERMITS AUTOMATIC, SHUT OFF ACCT1 ONS, SHALL BE AUTOMATICALLY SHUT OFF WHEN ID,4YL I GHT IS PRESENT AND SATISFIES LIGHTING, NEEDS AND CONTROLS THAT O\/ERR I DE AUTO) N-IAT I C SHUT OFF ACTIONS SHALL NOT BE ALLOWED UNLESS THE O\VERRI DE AUTOMATI CALL''' RETURNS AUTOMATI C CONTROL TO ITS NORMAL OPERAT I ON WITHIN 24 HOURS FEE 2021 WASH I NG�TON STATE ENERG7'I' CODE SECTION 404.2''INTERIOR L I G7HTI NGG7 GONTfi`OLS" FEfi`NAMENTL'1' NSTALLED INTERIOR L I G HT I NG� F I XTUfi`ES SHALL BE CONTROLLED .WITH EITHER A AN OGGUFANT SENSOR CONTROL Of:? - OTHER GONTfi`OL THAT 15 I NSTALED BUILT INTO THE FIXTURE EXGEfi='T I ON : L I G HT I NG� CONTROLS ARE NOT REG�U I fizED IN BATHfiz00MS, HALLWAYS OR L I G HT I NG� FOR, SAFET`r OR SEGUf::ZI T'-r CIAIN fL00R r=Lr=G . CLAN SEE GENERAL NOTES SCALE: 1/4" = 1'-0" 125-71 REG 1 STERED ARCH I TEGT MIGH EL N YNE JOHNSON STATE OF NASHINGTON a a o _sz U r� E Lo a) -0 Lo c vI Lu 0 2 W® W 2 0 2 V! V ci 0- date: I2-20-24 permit: revisions: drawn by MWJ G%1PGiGPd �by: Lm �z w O <Luz Q zQ wp� -pA II"I ��o-(Y�t11wJ 0 0 Vw° � °o tX�z��-z0� pQ7wo-- JOK7 �V- n <� f-��tb wmw�OQ� Jz # < zwov 02/07/25 65'-0" 60'-0"5'-0" 39'-6"20'-6" 40 ' - 0 " 18 ' - 0 " 9' - 8 " 12 ' - 4 " 6'-0" 65'-0" 40 ' - 0 " 20 ' - 0 " 6' - 0 " 14 ' - 0 " 7' - 0 " 19 ' - 0 " 1' - 1 0 1 / 2 " 16 ' - 3 " 1' - 1 0 1 / 2 " 6'-0" 3" 10 ' - 4 3 / 4 " 9' - 9 " 9' - 1 0 1 / 2 " 9' - 1 1 3 / 4 " 2'-6"6'-11"6'-11"6'-11"6'-11"6'-10"2'-6" 2'-6"7'-1 1/2"7'-1 1/2"7'-1 1/2"7'-1 1/2"2'-6" 2'-6"7'-6"7'-6"7'-6"7'-6"7'-6"7'-6"7'-6" 7'-6"2'-6" 002 SD 040 SD 002 SD 127 SD 130 SD 18 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 9" DEEP 24" DIA. x 10" DEEP 30" DIA. x 12" DEEP 36" DIA. x 15" 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/ (2) #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/ (7) #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) 12" 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: STEM WIDTH SPECIFIED IS NOMINAL VALUE - ACTUAL SIZE MAY BE UP TO 1/2" SMALLER THAN NOMINAL SIZE 6" SLOPE 1/8" = 1'-0" SLOPE 1/8" = 1'-0" 002 SD 024 SD SLOPE 1/8" = 1'-0" 043 SD 043 SD 027 SD D D F F F F 125 SD 24 18242424242424 18 18 18 18202020 20 20 20 20 546 SD T.O. SLAB -4" OMIT STEM WALL AT GARAGE DOOR T.O.W. +8" ABOVE GRADE B.O.F. -18" BELOW GRADE TYP. T.O.S. +6" T.O.S. +6" GARAGE 4" CONCRETE SLAB TYP. AT ALL CRAWLSPACE WALL TYP. AT ALL WALLS 4" CONCRETE SLAB TYP. AT ALL GARAGE WALLS 4" CONCRETE SLAB TYP. AT ALL HOLDOWNS STEP T.O.W. 9 1/4"-TYP. STEP T.O.W. 9 1/4"-TYP. TYP. TYP. TYP. CRAWLSPACE 8" W I D E S T E M W A L L AT F R O N T O F G A R A G E RJ RJ 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 : 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 SALES OFFICE SHELM MEADOWS 2006 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 FO U D N A T I O N P L A N S1.1 START LAYOUT HERE 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" 651 SD 125 SD 652 SD 8 88888888 8 8 8 8 110 SD 110 SD 110 SD 101 SD 101 SD 102 SD 102 SD 8 8 8 8 8 8 8 361.J SD 361.J SD 361.J SD 102 SD 102 SD C JB210A TYP. JB210A TYP. JB210A TYP. TYP. 2x10 JOISTS AT 19.2" O.C. TYP. CONTINUOUS 4x10 TYP. CONTINUOUS 4x10 CONTINUOUS 4x10 TYP. 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 : 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 SALES OFFICE SHELM MEADOWS 2006 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 FR A M I N G P L A N S2.1 OPEN WEB TRUSSES AT 24" O.C. BY OTHERS 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" 127 SD 601 SD 491 SD 492 SD 604 SD 522 SD 408 SD 408 SD 401 SD 408 SD 401 SD 501 SD 2 2 2 2 546 SD 546 SD 8 462 SD 522 SD DESIGN TRUSS FOR 4100# DRAG LOAD DESIGN TRUSS TO SPAN OPENING LUS28-2 LOCATE OPENING BETWEEN STUDS TYP. TYP. TYP. (2 ) 2 x 1 2 (2 ) 2 x 4 * (2 ) 2 x 6 * (2 ) 2 x 4 (2 ) 2 x 4 (2 ) 2 x 4 (2 ) 2 x 4 (2) 2x6 (2) 2x6 (2) 2x6 (2) 2x6 (2) 2x6 (2) 2x8 (2) 2x8 (2 ) 2 x 6 (2) 2x8 (2 ) 2 x 4 STEP TRUSS BOTTOM CHORD STEP TRUSS BOTTOM CHORD (2) 2x6 TYP. DESIGN TRUSS TO SPAN OPENING (2 ) 2 x 4 * PITCH BREAK 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 : 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 SALES OFFICE SHELM MEADOWS 2006 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 FR A M I N G P L A N S2.1 MATERIAL: NAILS: NAIL SPACING: 7/16" MIN. RATED SHEATHING .131" x 2 1/2" NAILS EDGE:6" O.C.FIELD:12" O.C. * SOLE PLATE TO FRAMING BELOW:0.131" x 3" NAILS AT 4" O.C. NAIL SPACING:EDGE:4" O.C. 0.131" x 3" NAILS AT 3" O.C. NAIL SPACING: 0.131" x 3" NAILS AT 2" O.C. STAGGERED ** EDGE:3" O.C. NAIL SPACING:EDGE:2" O.C. NOTES: - 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 SHOWN ABOVE IS VERTICAL NAILING TO FRAMING BELOW - NOT REQUIRED WHEN SHEAR WALL SILL PLATE IS LOCATED DIRECTLY ON CONCRETE FOUNDATION 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. -ADJOINING PANEL EDGES (SHEATHING SPLICES) SHALL BE NAILED ACCORDING TO DETAIL 505. 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 (2) 2x (2) 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. AT WALLS LABELED AS "BRACED", 12" O.C. FIELD NAILING MAY BE USED WITH STUDS AT 24" O.C.3 BRACED 832SD 5 and * AT STUDS SPACED AT 24" O.C., USE 6" O.C. FIELD:12" O.C. * FIELD:12" O.C. * FIELD:12" O.C. * SOLE PLATE TO FRAMING BELOW: SOLE PLATE TO FRAMING BELOW: SOLE PLATE TO FRAMING BELOW: (2) 2x4 OR (1) 2x6 (3) 2x4 OR (2) 2x6 SHEATHING PANELS MAY BE INSTALLED VERTICALLY FOR ALL STUD SPACINGS 505SD 3 3 3 3 D D 531 SD 5 F F F F 3 546 SD 546 SD 3 SHEATH THROUGH WALL INTERSECTION RJ RJ 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 : 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 SALES OFFICE SHELM MEADOWS 2006 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 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 : 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 SALES OFFICE SHELM MEADOWS 2006 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 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 NON-STRUCTURAL SLAB EDGE SCALE: 3/4" = 1'-0" FINISHED GRADE 027 CONCRETE SLAB SEE FOUNDATION PLAN FOR THICKNESS NOTE: SEE FOUNDATION PLAN FOR REINFORCEMENT REQUIREMENTS. WHERE NO SPECIFICATION IS PROVIDED, PLAIN CONCRETE MAY BE USED. 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 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 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 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 : 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 SALES OFFICE SHELM MEADOWS 2006 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 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. 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. SHEAR TRANSFER FROM ROOF SCALE: 3/4" = 1'-0"501 CONDITION 2 CONDITION 1 (3) 0.131" x 3" NAILS AT EACH END TRUSS (COMMON OR SCISSOR - U.N.O.) - SEE ROOF FRAMING PLAN NAIL LADDER BLOCK INTO TOP PLATE W/ (6) 0.131" x 3" NAILS 5 4 3 7 6 2x6 LADDER BLOCK SPACING WALL TYPE 18" O.C. 12" O.C. 9" O.C. 11" O.C. 9" O.C. 2x6 LADDER BLOCKS AT SPACING SHOWN IN SCHEDULE BELOW. INSTALL BLOCKS TIGHT BETWEEN TRUSSES. A35 BOTTOM CHORD TO TOP PLATE PER CHART BELOW 5 4 3 7 6 A35 SPACING WALL TYPE 21" O.C. 14" O.C. 11" O.C. 8" O.C. 7" O.C. ROOF SHEATHING0.131" x 2 1/2" NAILS AT 6" O.C. ROOF SHEATHING 0.131" x 2 1/2" NAILS AT 6" O.C. AT INTERIOR BRACED/SHEAR WALL NAIL 2x BLOCK INTO TOP PLATE W/ 0.131" x 3" NAILS - SPACED PER CHART BELOW 2x4 MIN. 2x12 MAX. MAX. NAIL BOTTOM CHORD TO BLOCK W/ 0.131" x 3" NAILS AT 3" O.C. A35 CONNECTOR FROM LADDER BLOCK TO TRUSS BOTTOM CHORD AT TYPE 6 AND 7 WALLS BELOW ONLY. 5 4 3 7 6 NAIL SPACING WALL TYPE BELOW 4" O.C. 3" O.C. 2" O.C. 1 1/2" O.C. 1 1/2" O.C. A35 CONNECTOR FROM TRUSS TO 2x BLOCK AT 12" O.C. AT TYPE 5, 6, AND 7 WALLS BELOW ONLY. ROOF SHEATHING CONDITION 3 0.131" x 2 1/2" NAILS AT 6" O.C. 3 1/2" MAX. 8 1/4" ADJOINING SHEATHING PANEL EDGES SCALE: 3/4" = 1'-0"505 EDGE NAILING CONNECTIONS ALL EDGE NAILING SHALL BE PER GENERAL STRUCTURAL NOTES UNLESS NOTED OTHERWISE ON BRACED/SHEAR WALL PLAN ADJOINING PANEL EDGE EDGE NAILING EDGE NAILING ADJOINING PANEL EDGE EDGE NAILING (1) 2x4 MIN.(1) 4x2 MIN. EDGE NAILING ADJOINING PANEL EDGE EDGE NAILING (2) 2x4 MIN. EDGE NAILING ADJOINING PANEL EDGE EDGE NAILING (1) 3x4 MIN. BOTH SHEATHING PANELS ARE NAILED TO SAME 2x MEMBER ALLOWABLE FOR 6" AND 4" O.C. EDGE NAILING ONLY BOTH SHEATHING PANELS ARE NAILED TO SAME FLAT 2x MEMBER ALLOWABLE FOR ALL EDGE NAILING PATTERNS BOTH SHEATHING PANELS ARE NAILED TO SAME 3x OR LARGER MEMBER ALLOWABLE FOR ALL EDGE NAILING PATTERNS EACH SHEATHING PANEL IS ATTACHED TO SEPARATE 2x MEMBER ALLOWABLE FOR ALL EDGE NAILING PATTERNS ATTACH 2x MEMBERS W/ (2) 0.131" x 3" NAILS AT 6" O.C. ALL CONDITIONS ARE APPLICABLE FOR BOTH HORIZONTAL AND VERTICAL ADJOINING PANEL EDGES 5 4 3 6 8" O.C. 6" O.C. WALL TYPE LTP4 SPACING AT LOCATIONS WHERE SPLICING DETAILS ABOVE ARE UNABLE TO BE USED, ATTACH PANELS AT SPLICE WITH LTP4 SPACED PER CHART AT RIGHT 16" O.C. 11" O.C. OR NO SPEC 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 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 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 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 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 : 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 SALES OFFICE SHELM MEADOWS 2006 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 ST R U C T U R A L DE T A I L S SD CONNECTOR CONVERSION CHART SCALE: N.T.S.612 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. 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"