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APPROVED BLD PLN BLD2021-0662+Architectural_Plan+5.10.2021_11.19City Of Edmonds Building Department Work KITCHEN REMODEL AND BUMP OUT Address 7003 165TH PL SW Owner DUNKINSON Approved Date 6/10/2021 Building Official 7ycF7LoTrm#L W. 71( v4ALczcc Permit Number BLD2021-0662 ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES APPROVED PLANS MUST BE ON JOB SITE APPROVED BY PLANNING Jun 04 2021 REAR ELEVATION 1/4"=V-0° (,45T L VATICN) 2018 Washington State Energy Code — Residential Prescriptive Energy Code Compliance for All Climate Zones in Washington Single Family — New & Additions (effective February 1, 2021) Table 406.3 — Energy Credits (Single Family) Option I Description Credits: SF 1. EFFICIENT BUILDING ENVELOPE OPTIONS Only one option from Items 1.1 through 1.7 may be selected in this category. Compliance with the conductive UA targets is demonstrated using Section R402.1.4, Total UA alternative, where [1- (Proposed UA/Target UA)] > the required %UA reduction. Prescriptive compliance is based on Table R402.1.1 with the following modifications: 1.2 Vertical fenestration U = 0.20 Table 406.3 — Energy Credits (Single Family) Option Description 2. AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION OPTIONS Only one option from Items 2.1 through 2.4 may be selected in this category. Compliance based on R402.4.1.2: Reduce the tested air leakage to 3.0 air changes per hour maximum at 50 Pascals or For R-2 Occupancies, optional compliance based on Section R402.4.1.2: Reduce the tested air leakage to 0.3 cfm/sf maximum at 50 Pascals and All whole house ventilation requirements as determined by Section M1507.3 of the International Residential Code or Section 403.8 of the International Mechanical Code shall 2.1 be met with a high efficiency fan(s) (maximum 0.35 watts/cfm), not interlocked with the furnace fan (if present). Ventilation systems using a furnace including an ECM motor are allowed, provided that they are controlled to operate at low speed in ventilation only mode. To qualify to claim this credit, the building permit drawings shall specify the option being selected and the maximum tested building air leakage, and shall show the qualifying ventilation system and its control sequence of operation. 1.0 Credits: SF 0.5 RECE May 1 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT w��ZzCz Z al W w �xl~U 0Qzz�"�U� uf�C7�<pz�W �DZ7 °Qo z�w � UV N p w O� V z Q pz Z0z�w mZ�z~wwww W cn x owwzC) FCaU r-¢uhx vNJ � W o i'i cn 7 1�1 rq (J w � � > v � X W U w � o o ro h� v � r 0 a 0 v GL > W o � U rq " 00 U " a Iw E-I W W N O ^ O 1�1 GO M W � O 7 Q F-1 O 0 W � V � Q w Z Z � � A � H � Q� Z � Q W o C) � O A 05-03-21 IV 8 021 EXISTING STRUCTURE TO REMAIN m O(P EX 1 ST ING STRUCTURE TO REMAIN mO 70 z� O N A A r r I I I I I I I I I I a r- M m r m Fri rn � O o n AZo t m mrn� zM0 < o U) N O N PAULSEN—DUNKINSON PROPERTIES AMERICAN HOME PLANNERS THE BUILDER ZTOR MUST VERIFY DIMENSIONS, SIZEESS AND DETAILS PRIOR TO CONSTRUCTION. THE DESIGNER'S RESPONSIBILITY 7003 — 165TH PL SW, EDMONDS WA 98026 N N. RESIDENTIAL DESIGN AND DRAFTING SERVICE Custom Plans, Stock Plans, Remodels & Additions 2812 Colby Avenue, Everett WA 98201 Phone: (425) 258-WO Fax: (425)742-8130 TERMINATES UPON ISSUANCE OF BUILDING PERMIT AND DOES NOT ASSUME LIABILITY FOR ANY ERRORS OR OMMITIONS. ALL GOVERNING CODES AND REGULATIONS SHALL SUPERSEDE THESE DRAWINGS AND WRITTEN DIMENSIONS EDMONDS RESIDENCE TO REMODEL email: plans@americanhomeplanners.com HAVE PRECEDENCE OVER SCALED. NOTE: VERIFY EXISTING AND NEW CONDITION PRIOR TO ORDERING MATERIALS AND 2ro'-O"+/- EXISTING UPPER FLOOR FOOTPRINT COMMENCING CONSTRUCTION EXISTING COLUMNS AND FLOOR FRAMING TO REMAIN *NOTIFY AMERICAN HOME PLANNERS* COLUMNS TO TRIM HEIGHTS TO SEAT TIGHT FIT ONTO NEW IF EXIST FLOOR FRAMING IS DIFFERENT PERIMETER CONCRETE FOUNDATION WALL a FOOTING AS IT IS SHOWN ON THE PLANS NEW KITG14EN AND DINING Rl"I EXPANSION NEW y1-01 1 N 0 -O EXISTING EXIST COLUMNS I EXIST COLUMNS EXIST COLUMNS TYP C - _ - - - - - - - - - _ EXIST TO DEMO TO REMAIN S3 TO REMAIN TO REMAI 1 -------------- I ------------ 6msG (SG) 1 ----, NOTE: PROVIDE SQUASH BLOCKS I TYP OR POST m POINT LOAD S3k - — — -a- — -� — — — FLOOR CAVITY TYPICAL TYP TYP 0 ,A SINK 14'-O° DIU. FRIDGE iiS3 U� I Di I LupHDU2 KITCHEN7 SDS2.5 HDU2 SDS2.S HDU2 SDS2 Sfl� r->I VN UP c L Ll a u �-� - - ----------- _ _ - -- --- - - - - - - - - - EXISTING EXTERIOR WALL TO REMOVED I I I I I I I I II I EXISTING INTERIOR PARTITION WALL TO REMOVED I I > - L DINING I I I I I I I I LAUNDRY DEN POWER NO R,, LIvING 0 W w Z O � -NOTIFY AMERICAN HOME PLANNERS- IF EXIST FLOOR FRAMING IS DIFFERENT N AS IT IS SHOWN ON THE PLANS Z IF EXISTING FLOOR JOIST IS 2x12's ( j THEN INCREASE FLR BEAM DEPTH X TO 11 1/4 TO MATCH AND FLUSH WITH w THE FLOOR SYSTEM MAIN FLOOR PLAN: 1-194 SF EXISTING: 1612 SF NEW: 182 SF EXIST UPPER FLOOR: 1(o-i5 SF TOTAL LIVING SPACE: 3469 SF NAY O 13 2021 �15 A' MAIN FLOOfR PLAN FA RECEI May 14 2 w° zo7 w z '7w ZQO �z��'�" m` O w :4 uj � x U OQwzDui uQ oz w f~�Q o Qo w Zd UNFw p O5�U W�z]in0 Iz u � ww Hr- o=�� dOxx CN%) W � o C z W w o u z o Q o0 O u v xU-) < (9 Q 3 ° v w UQ41d,� W o U U N H a W N O aoo Z z F' 0 o w U u')Az Z � Q Z Cif H A`) ZM W o � Z O I� Q � w 3 E CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT I I I I I I I 3 TYP TYP 53 Sl , r HDU2 SD62.5 HDU2 SD62.5 I F EXIST COLUMNS TO REMAIN - � 1 . TYP HDU2 SD82.5 2ro'-O'+/- EXISTING UPPER FLOOR FOOTPRINT EXISTING COLUMNS AND FLOOR FRAMING TO REMAIN COLUMNS TO TRIM HEIGHTS TO SEAT TIGHT FIT ONTO NEW PERIMETER CONCRETE FOUNDATION WALL 4 FOOTING EXIST UPPER SEAM TO REMAIN TYP AND TO SEAT TIGHT FIT ONTO NEW EXTERIOR WALL EXIST COLUMNS S3 TO REMAIN EXIST COLUMNS r-- TO REMAIN r — - ua 14' - m' MAX SPAN roxro DF2 POST O O 12'-2'+/- W/ CC: 6 TOP- N/ x 0 FLUSH UPPER FLR BM 5 1/4 x 9 1/4 PARALLAMj I y- .4 2.OE PSL r- I,MST3-1 STRAP 60000 BEAM TO TOP /� HER I (K Q PLATE 1 (k FLUSH UPPER FLR BM -- 5 1/4 x 9 1/4 PARALLAM 2.0E PSL MST3-1 STRAP BEAM TO TOP PLATE (ox6 DF2 POST I HCsR mQ I AQ LL Lu OL't>u 14p� = x :� LL I 6xro DF2 POST W/ CC: a TOP FULL HT POST 4 0101 km NOTE: VERIFY EXISTING AND NEW CONDITION PRIOR TO ORDERING MATERIALS AND COMMENCING CONSTRUCTION *NOTIFY AMERICAN HOME PLANNERS - IF EXIST FLOOR FRAMING IS DIFFERENT AS IT IS SHOWN ON THE PLANS NEW EXISTING EXIST TO DEMO NOTE' ,L PROVIDE SQUASH BLOCKS OR POST -6 POINT LOAD FLOOR CAVITY TYPICAL *NOTIFY AMERICAN HOME PLANNERS$ IF EXIST FLOOR FRAMING IS DIFFERENT AS IT IS SHOWN ON THE PLANS IF EXISTING FLOOR JOIST IS 2x12's THEN INCREASE FLR SEAM DEPTH TO 11 1/4 TO MATCH AND FLUSH WITH THE FLOOR SYSTEM MAY 0 3 2021 U F f= E FR FLOOR FRAMINCa 1/4" = V-0" w T. Z0Z9 zZ � aQwz�wO roa>aw o foul ww� 0 Q ¢¢zu �W u x Q I (� oQu oz3w �ZQ�o�oQ� z��zo UNwomop¢U ��z�Q0 zp QzN��z�u wm ���� wow HQuF- ux VNJ W m O � �J w U 'O 11.4 o ' z 4 o 0 0 Z U a w x � C� z C a t!� �v W r U � C4 V N Iw H w A00 F� p04 w M� A O Z z o o w A V w Z Z W � � � Q Z cry ELn w-.r A� Z en .. W o 0 � Z Ci) O r� Q � W 4 RECEIVE May 14 2 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT HDU2 5D52.5 HDU2 6D52.S 26'-0"+/- EX15TING UPPER FLOOR FOOTPRINT PLUMB UPPER FLOOR CORNERS AND ALIGN TO SET NEW FOUNDATION WALL AND FOOTING EXISTING COLUMNS HEIGHT TO TRIM TO SEAT TIGHT FIT ONTO NEW PERIMETER CONCRETE FOUNDATION WALL SILL PLATE 14XI SCREENED FDN VENTS (1.20 5F REQ) AT RIM JOIST CRAWL SPACE o A 16' MIN W/ BLACK uXi II II II POLY - 12" LAP------------ r II � 4 II II II II HDU2 SD52.5 LL II II II 14'-0" L PT FULL HEIGHT rox6 DF2 POST ON FDN SILL PL TO BTM OF UPPER FLR BM 36x3rox10 GONG FTG W/ 4 1*4 EACH WAY DIRECTLY UNDERNEATH EXISTING FOOTING PT 4xa POST ON 30x30x10 GONG FTG W/ 4 04 EA WAY LOCATE DIRECTLY UNDER POINT LOAD ABOVE — J NOTE PROVIDE SQUASH BLOCKS OR P05T a POINT LOAD FLOOR CAVITY TYPICAL - 22X30 CRAWL ACCESS W. STRIP AND INSULATE — LEDGER r I I I - SANDWICH POST L — — — J e NAILED TO JOIST AND BLOCKED JST rox(o SQUASH BLOCK ON EACH SIDE AT POINT LOAD 36x3&x10 CONC FTG W/ 4 04 EACH WAY DIRECTLY UNDERNEATH EXISTING FOOTING L_J PT FULL HEIGHT (ox(o DF2 POST TO BTM OF UPPER FLR BM W/ COL BASE E CAP ON 36x3(ox10 GONG FTG W/ 4 414 EACH WAY LOCATE PER UPPER FLR FRAMING FOUNDATION PLAN 1/""= V-011 Z o 0 LL ,- w z cov �ti �OF WAS tic T h 3438 IONAL� � MA 32021 RECEI May 14 2 OUwz � ZC]w0 w �, z � � a U) P. q Q oaaa t W � C� w o zzz�3� �z�x oz w �Qo°Qo � z �NwZZ0��U c� z � zx�o�zp po��<1 wz zQ`w�d FQ°i~a°x W M zw '� u w V) w a z u ) 0 O N Q ~ O O Q 3 v '-' w V p W o � U CA U N F� w W O W N W � A Z Z h 0 � A W V � w Z Z � Q Z~ 1. H Q Lr) 1.0 � Z M Q o 0 Z cn O W 5/8 E 0 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 0 m� mo< Dm0 AZm m n� 0 �Ao 5(1) U) r b Z v N -.,o rn r { M A -11 M r i7 { M A m r M xl n 1"' PAULSEN-DUNKINSON PROPERTIES AMERICAN HOME PLANNERS THE BUILDER / MUST VERIFY DIMENSIONS, SIZES AND DETAILS PRIOR TO SIZES AND D CONSTRUCTION. THE DESIGNER'S RESPONSIBILITY 7003 -165TH PL SW, EDMONDS WA 98026 RESIDENTIAL DESIGN AND DRAFTING SERVICE Plans, Stock Plans, Remodels & Additions 2716 Colby Avenue, Everett WA 98201 Phone: (425) 258-6400 Fax: (425)742-8130 00Custom 00 TERMINATES UPON ISSUANCE OF BUILDING PERMIT AND DOES NOT ASSUME LIABILITY FOR ANY ERRORS OR OMMTTIONS. ALL GOVERNING CODES AND REGULATIONS SHALL SUPERSEDE THESE DRAWINGS AND WRITTEN DIMENSIONS EDMONDS RESIDENCE TO REMODEL email: plansa@americanhomeplanners.com HAVE PRECEDENCE OVER SCALED. PT 2X LEDGER BEAM o " o II 9 II II , II 1/2' x 4 1/2' MIN SDS2.5 LAG SCREWS LU/ FLAT WASHERS o lfo' O.C. ALTERNATE HIGH t LOW LOCATION THRU RIM JOIST OR STUDS PT DECK JST OR RAFTER LU/ JST HGRS PER PLAN o II II 0� II PROVIDE 4-1Cod GALV NAILS a HIGH a LOW LOCATIONS THRU RIM JST OR STUDS LEDGER DETAIL DOWNSPOUT l FLEXIBLE OR RIGID PIPE) CONNECT TO BLD'G. ROOF DRAIN — SLOPE FINISH GRADE AWAY FROM FOUNDATION 2% MIN. (1/4' : 12') 4' RIGID, NON -PERFORATED DRAIN PIPE - DO NOT CONNECT WITH FTG. DRAIN LEADER — SILT BARRIER ( BLD'G. PAPER, FILTER FABRIC OR POLYETHELENE FILM) — WASHED ROCK (MIN. 3/4' DIM.) —I I �- W1 MIN. 12' COVER * TOP =III -I SIDES AND BTM. MIN. 4' RIGID, PERFORATED, CORRIGATED DRAIN PIPE V. NOTE: CONFIRM WITH BLD'G. OFFICIAL ANY SPECIAL REQUIREMENTS FOR WATER RUNOFF AND STORM SEWER HOOK-UP FDN, DRAIN DETAIL z 0 a 0 z Uc_ NC A; UN PF P� PL Sc MC 511 PF TI- 5/ PE PF B� TI- Fi TYPICAL WALL SECTION 3/4' = V - 0' w°�zpC7wz i~ aQwzQo >o�z �`�`wu�0aaa w OQwz ui �z"� oz3� 6poOQo w Z¢Z'w UNH0U) UW zp zxD w p 3w Q��¢< <Qa zwcnw x 0wwzox� HcauH�.�uHx N� W � o cm O � zU�� W X u w � o r) z 0ze" z � N .� Q c Z v w VW Q� W U V N V J a H H w �I � W O � A W V � w Z Z W � �1. � A Z � H Z 1 M F�1 VJ O F� RECEIVE May 14 20 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT GENERAL NOTES CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS AND DIMENSIONS PRIOR TO COMMENCING THE WORK. COMPLY WITH THE FOLLOWING CODES: 201S INTERNATIONAL RESIDENTIAL CODE 2010 WASHINGTON STATE ENERGY CODE OTHER APPLICABLE CODES BY JURISDICTION. GENERAL STRUCTURAL NOTES CONCRETE SHALL BE FC•250OPSI ® 26 DAYS. 5-1/2 SACK MIX. REINFORCING BARS SHALL BE ASTM A-615. GRADE 40 04 / GRADE 60 "5 AND LARGER. FRAMING LUMBER SHALL BE PER WWPA STANDARDS. LIGHT FRAMING 4 STUDS HF-STANDARD STRUCTURAL JOISTS 4 PLANKS I-F-"2 OR BETTER BEAMS t STRINGERS DF42 OR BETTER (OR FB=1350 MIN.) POSTS AND TIMBERS DF"I OR BETTER (OR FB=1350 MIN.) GLU-LAM BEAMS 24F V-4-STANDARD MICROLAMS 1.S E PARALAMS 2.0 E ROOF TRUSSES SHALL BE DESIGNED BY LICENSED WASH. STATE ENGINEER SHEAR NAILING AND LATERAL BRACING SHALL BE IN ACCORDANCE WITH I.R.C. INSULATION 1. FACED BATTS ARE LAPPED AND FACE STAPLED AT FRAMING MEMBERS. 2. ALL EXTERIOR WALL CAVITIES ARE FILLED WITH UNCOMPRESSED INSULATION, INCLUDING ALL CAVITIES ISOLATED DURING FRAMING, WIRING, AND PLUMBING. DO NOT COMPRESS INSULATION. 3. ALL RECESSED FIXTURES IN EXTERIOR WALLS HAVE RIGID BOARD INSULATION BEHIND THEM. 4. UNDERFLOOR INSULATION IS SUPPORTED BY LATH, TWINE, OR OTHER NON -COMPRESSING MEANS. 5. ATTIC ACCESS IS BAFFLED, WEATHER-STRIPPED AND INSULATED. WASHINGTON STATE ENERGY CODE V PRESCRIPTIVE PATH. SEE SHEET ALL 120 VOLT 15 4 20 AMP RECEPTACLES INSTALLED IN BATHROOMS, WET COUNTERTOPS, GARAGES AND OUTDOORS SHALL HAVE GPI PROTECTION. TUB 4 SHOWERS TO COMPLY WITH UBC WATER RESISTANT GWB TO 10' ABOVE DRAIN. FIRE BLOCK BETWEEN STUDS. SHOWER HEAD FLOW LIMITED TO 2B GPM. ALL GLAZING SG WITHIN 10' OF DRAIN. 150 FELT UNDER VALLEY FLASHING. PROVIDE A TOTAL OF 1.26 SP NET CRAWL SPACE VENTS. PROVIDE A TOTAL OF NSA SF NET ATTIC SPACE VENTILATION (1/2 GABLE, ROOF JACKS OR RIDGE VENTS s 1/2 BIRD BLOCK OR SOFFIT VENTS). WASHINGTON STATE ENERGY CODE NOTES GENERAL PROVISIONS 1, ALL STRUCTURAL SOFTWOOD PLYWOOD, PARTICLEBOARD, WAFER BOARD AND OSB BOARD ARE STAMPED WITH EXPOSURE I' OR 'EXTERIOR'. 2. WATER HEATER STORAGE TANK LABELED AS MEETING ISS1 NAT'L. APPLIANCE ENERGY CONSERVATION ACT. ASHRAE STANDARD'BOA-IWO INSULATED TO R-16. ON R-10 PAD IF LOCATED OVER UNINSULATED SLAB. 3. INSULATE HOT AND COLD WATER PIPES TO R-3 IN UNHEATED AREAS. 4. SHOWER REGULATOR TO LIMIT HOT WATER DISCHARGE TO 2.5 GPM. 5, WOODSTOVES AND FIREPLACES HAVE TIGHT FITING DOORS, OUTSIDE COMBUSTION AIR DUCTED TO FIREBOX WITH ACCESSIBLE DAMPER MIN. 6 SQ. IN. FREE VENT AREA. TIGHT FITTING FLUE DAMPERS REQUIRED. 6. ALL GAS AND OIL COMBUSTION APPLIANCES HAVE A DIRECT VENT OR FORCED DRAFT VENTING. 1. RECESSED LIGHT ARE I.C. RATED, DOUBLE WALL CAN LIGHTS S. 6 MIL BLACK POLY VISQUEEN IN CRAWL SPACE OR WITHIN SEALED WPGWB BOX -IN. AIR SEALING 1, ALL PLUMBING, ELECTRICAL AND HVAC PENETRATIONS IN FLOOR, WALLS AND CEILINGS ARE CAULKED AND SEALED. 2. WHERE PENETRATION NEED A FIRE STOP, DISCUSS W/ BLDG OFFICIAL 3. ELECTRICAL OUTLET AND LIGHT SWITCHES BOXES ON EXTERIOR WALL MUST BE SEALED AT THE BACK OF THE RECEPTACLE OR SEALED WITH FACEPLATE GASKET 4. VAPOR BARRIER SHALL EITHER VIS UEEN OR AN VAPOR BARRIER PAINT 5. DUCT SEALING TEST AFFIDAVIT REQUIRED. 6. DOOR BLOWER TESTING REQ'D PER WSEC 502.4.5 NON NEAT RECOVERY VENTILATION 1. WHOLE HOUSE VENTILATION PAN IS CAPABLE OF EXHAUST RATE PER TABLE M150133(I) 2. WHOLE HOUSE EXHAUST VENTILATION FAN SHALL BE CONTROLLED BY A 24 HR CLOCK TIMER WITH THE CAPACITY OF CONTINUOUS OPERATION, AUTOMATIC AND MANUAL CONTROLS. 3, WHOLE HOUSE FAN HAS A SONS RATING LESS THAN 1.5 OR IS REMOTELY LOCATED FROM CONDITIONED SPACE 4. ALL EXHAUST FANS OR DUCTS HAVE TIGHT FITTING BACK DRAFT DAMPERS 5. EACH HABITABLE SPACE HAS A FRESH AIR SOURCE (PORT OR WINDOW STYLE) OR CENTRAL DUCTED VENT PROVIDING NOT LESS THAN 4 SQ INCHES OF NET FREE OPNG 6. AIR INTAKE SOURCES HAVE PROVISIONS FOR FLOW CONTROL TO LIMIT EXCESS AIR FLOW UNDER NORMAL OPERATION. VENTILATION 1. SOURCE SPECIFIC AND WHOLE HOUSE VENTILATION SYSTEMS ARE REQUIED. A) SOURCE SPECIFIC EXHAUST VENTILATION IS REQUIRED IN EACH KITCHEN, BATHROOM, WATER CLOSET, LAUNDRY FACILITY, INDOOR SWIMMING POOLS, SPA OR COOKING ODOR IS PRODUCED B) WHOLE HOUSE VENTILATION RATES SHALL BE DETERMINED BY WASHINGTON STATE ENERGY CODE OR I.R.C. SEE TABLE M150133(I) 2. ALL VENTILATION SYSTEM CONTROLS SHALL BE READILY ACCESSIBLE. 3. SOURCE SPECIFIC VENTILATION SHALL BE CONTROLLED BY MANUAL SWITCHES, DEHUMIDISTATS, TIMERS OR APPROVED MEANS. 4. INTERMITTENT WHOLE HOUSE VENTILATION SYSTEM SHALL BE CONTROLLED BY A 24 HR CLOCK TIMER, W/ THE CAPACITY FOR CONTINUOUS OPERATION, MANUAL AND AUTOMATIC CONTROL. 5. WHOLE HOUSE FANS SHALL HAVE A SONE RATING OF 1.5 OR LESS IF SURFACE MOUNTED LESS THAN 4' FROM CEILING. (o. ALL DUCT SHALL TERMINATE OUTSIDE THE BUILDING. EXHAUST DUCTS IN SYSTEMS WHICH ARE DESIGNED TO OPERATE INTERMITTENTLY SHALL BE EQUIPPED WITH BACK DRAFT DAMPERS. ALL EXHAUST DUCTS IN UNCONDITIONED SPACE SHALL BE INSULATED WITH MIN. R-4. 1. OUTDOOR AIR INLETS SHALL BE SCREENED OR OTHERWISE PROTECTED LOCATED AWAY FROM POTENTIAL AIR OR NOISE POLLUTION. S. INDIVIDUAL ROOM OUTDOOR AIR INLETS SHALL HAVE A CONTROLLABLE AND SECURE OPENING, BE DESIGNED SO AS NOT TO COMPROMISED THE THERMAL PROPERTIES OF THE WALL TO WINDOW IN WHICH THEY ARE PLACED AND PROVIDE NOT LESS THAN 4 SQ INCHES OF NET FREE OPENING PER HABITABLE SPACE, S. WHOLE HOUSE FAN TO BE LOCATED IN LAUNDRY. SEE TABLE 1-1150133(I) RECEI May 14 2 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT w°�z8UZWz a aQwzgwO >o�z ��O �o�Q ���oa��zQ :WP4u x� uqu� oz3W �z�, 6Q o OZ6 6 uNwoWoU�U ZDQOZp p�0 �� u _Zv� oz� �0Dd6:4<a) cn w WWz�-QW� ExgDUFGduI- V J � W o O o Z U F--� u w z o w 'd v W P4 O N Q � o 0 4 O z � a 00 Q v z Q W c U V N a Mw N W W W N O P1 M�1 O 00 A O Z O 0 W A V � w Z Z W � � � A Z � � H W o 0 Z C� � O Q � W 8 /8 1 BUILDING CODE 2018 INTERNATIONAL BUILDING CODE FLOOR LOAD DEAD LOAD: 12 psf LIVE LOAD: 40 psf RESIDENTIAL ROOF LOAD DEAD LOAD: 15 p5f FLAT ROOF SNOW LOAD: 25 psf SNOW EXP05URE FACTOR (Cc): 1. 1 SNOW LOAD IMPORTANCE FACTOR (Is): 1.0 THERMAL FACTOR (Ct): 1. 1 WIND DE51GN DATA 1. BA51C WIND 5PEED: 110 MPH 2. WIND IMPORTANCE FACTOR (Iw): 1.0 BUILDING CATEGORY: II 3. WIND E-XP05URE: C 4. Kzt = I . G7 5. INTERNAL PRE55URE COEFFICIENT: NA G. APPLICABLE WIND PRE55URE FOR COMPONENTS AND CLADDING: NA 5E51MIC DE51GN DATA 1. SEISMIC IMPORTANCE FACTOR: 1.0 5E15MIC U5E GROUP: 1 2. 5PECTRAL RE5PON5E ACCELERATION (55): 1 27.G% G 3. 51TE CLA55: D (A55UMED) 4. SPECTRAL RE5PON5E COEFFICIENTS (5D5): 85. 1 %G 5. 5E15MIC DE51GN CATEGORY: D G. BASIC 5E15MIC-FORCE-RE515TING 5Y5TEM: 5HEARWALL5 7. DE51GN BA5E 5HEAR: SEE CALCULATIONS 8. SEISMIC RE5PON5E COEFFICIENT (Cs): 0.131 9. RE5PON5E MODIFICATION FACTOR (R): G.5 10. ANALY515 PROCEDURE U5ED: EQUIVALENT LATERAL FORCE PROCEDURE FRAMING LUMBER 1. FRAMING LUMBER 5HALL BE HEM -FIR NO. 2. GRADE5 ARE TYPICAL UNLE55 OTHERWISE NOTED ON PLAN5. LUMBER TO BE GRADE MARKED PER WCLIB 5PECIFICATION5. 2. 5TRUCTURAL 5HEATHING 5HALL BE APA RATED PLYWOOD, EXP05URE 15HEATHING CONFORMING TO EITHER COMMERCIAL STANDARDS P51-83, APA PRP-108, OR VOLUNTARY PRODUCT STANDARD P5E-92. PROVIDE A MINIMUM OF 3/8" EDGE D15TANCE ON ALL NAIL5 AND /8" EXPAN51ON JOINT BETWEEN ALL PANEL EDGE5. MINIMUM 5HEATHING REQUIREMENTS ARE A5 FOLLOWS: ROOF 5HEATHING TO BE ' S/32" INT-APA RATED PLYWOOD OR 7/1G" 0513 WITH EXTERIOR GLUE, P.i. 24/0. NAIL WITH I Od NAIL5 AT G" ON CENTER AT PANEL EDGE5 AND 1 2" ON CENTER AT INTERMEDIATE MEMBERS. 5UB FLOORING TO BE 3/4" TONGUE AND GROOVE C-D INT-APA RATED PLYWOOD OR 05B WITH EXTERIOR GLUE, P.I. 48/24. GLUE AND NAIL WITH I Od NAIL5 AT G" ON CENTER AT PANEL EDGE5 AND 1 2" ON CENTER AT INTERMEDIATE MEMBERS. 3. NAILING 5HALL CONFORM TO TABLE 2304.9. 1 OF THE INTERNATIONAL BUILDING CODE UNLE55 NOTED OTMERW15E. USE COMMON NAIL5 THROUGHOUT UNLE55 NOTED OTHERWISE. 4. NO 5TRUCTURAL MEMBER 5HALL BE CUT OR NOTCHED UNLE55 5PECIFICALLY DETAILED OR APPROVED IN WRITING BY THE 5TRUCTURAL ENGINEER. 5. PROVIDE PROPERLY SIZED WA5HER5 UNDER HEADS AND NUTS OF ALL B0LT5 AND LAG SCREWS BEARING ON WOOD. G. PROVIDE 3"x3"xO.229" WA5HER5 AT ALL ANCHOR BOLTS. 7. BOLT HOLE5 SHALL BE NOMINAL DIAMETER OF BOLT PLU5 I # I G" UNLE55 NOTED OTHERWISE. LAG BOLT PILOT HOLE5 5HALL BE PRE -DRILLED TO GO% OF THE NOMINAL DIAMETER OF THE LAG BOLT UNLE55 NOTED OTHERWI5E. 8. ALL SILL PLATE5 5HALL BE BOLTED TO THE FOUNDATION WITH 5#8" MINIMUM DIAMETER BOLT5 5PACED AT A MAXIMUM OF 48" ON CENTER. BOLT5 MUST BE EMBEDDED A MINIMUM OF 7" INTO CONCRETE OR MASONRY. 5EE PLANS AND DETAILS FOR SPECIFIC REQUIREMENT5 WHERE APPLICABLE. 9. RIM J015T 15 TO BE 1 1 #4" 1-51- MINIMUM. 10. PROVIDE DOUBLE J015T UNDER ALL PARALLEL PARTITION WALL5 AND 50LID BLOCKING UNDER PERPENDICULAR PARTITION WALLS. I I.. CONTACT TH15 OFFICE PRIOR TO MAKING ANY CHANGE5 TO THESE DETAI L5 GENERAL 1. ALL MATERIAL5 AND WORKMAN5HIP 5HALL CONFORM TO THE CONTRACT DRAWING5. 2. DURING THE CONSTRUCTION PERIOD THE CONTRACTOR SHALL BE RE5PON51BLE FOR THE 5AFETY OF THE BUILDING. THE CONTRACTOR SHALL PROVIDE ADEQUATE 5HORING, BRACING AND GUYS IN ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL SAFETY ORDINANCES. ANY DEVIATION MUST BE APPROVED PRIOR TO ERECTION. 3. ALL ERECTION PROCEDURES SHALL CONFORM TO 05HA 5TANDARD5. ANY DEVIATION MUST BE APPROVED BY 05HA PRIOR TO ERECTION. 4. THE CONTRACTOR 5HALL BE 50LELY RESPONSIBLE FOR ALL CON5TRUCTION PROCEDURES INCLUDING LAGGING, 5HORING AND PROTECTION OF ADJACENT PROPERTY, 5TRUCTURE5, 5TREETS AND UTILITIE5 IN ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL SAFETY ORDINANCES. 5. THE CONTRACTOR SHALL BE RE5PON51BLE FOR COORDINATING THE WORK OF ALL TRADES AND SHALL CHECK ALL DIMENSIONS. ALL D15CREPANCIE5 5HALL BE CALLED TO THE ATTENTION OF THE ENGINEER AND BE RESOLVED BEFORE PROCEEDING WITH THE WORK. G. 5HOP DRAWINGS FOR MANUFACTURED FLOOR J015T5, CONCRETE MIX, AND 5TRUCTURAL STEEL 5HALL BE 5UBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO FABRICATION. 7. DRAWING5 INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, 51MILAR DETAIL5 OF CONSTRUCTION 5HALL BE U5ED 5UBJECT TO REVIEW BY THE ENGINEER. 8. ALL DETAILS DE51GNATtD A5 STANDARD OR TYPICAL SHALL OCCUR IN ADDITION TO ANY OTHER SPECIFIC DETAIL CALLED OUT. 9. COORDINATE WITH MECHANICAL, PLUMBING, AND ELECTRICAL DRAWING5 FOR SIZE AND LOCATION OF ALL OPENINGS REQUIRED FOR DUCTS, PIPE5, PIPE SLEEVES, ELECTRICAL CONDUITS, AND OTHER ITEMS TO BE EMBEDDED IN CONCRETE OR OTHERWI5E INCORPORATED IN 5TRUCTURAL WORK. 10. PROVIDE OPENING5 AND 5UPPOKT5,- A5 REQUIRED PER STANDARD DETAIL5 FOR HEATER5, MECHANICAL EQUIPMENT, VENTS, DUCT5, PIPING, ETC. ALL SUSPENDED MECHANICAL EQUIPMENT SHALL BE SWAY OR LATERALLY BRACED. 1 1. ARCHITECTURAL AND MECHANICAL PLANS ARE CONSIDERED A PART OF THE 5TRUCTURAL DE51GN DRAWINGS AND ARE TO BE U5ED TO DEFINE DETAIL CONFIGURATIONS INCLUDING; BUT NOT LIMITED TO RELATIVE LOCATION OF MEMBER5, ELEVATIONS, DIMENSIONS AND LOCATION5 OF ALL OPENING5, ETC. ® DOUBLE TOP PLATE W/ EDGE NAILING (STAGGER) ® SHEARWALL EDGE NAILING AT ALL PANEL EDGES. BLOCKING AT ALL PANEL EDGES WHERE APPLICABLE. (DEDGE NAILING TO HOLDOWN POST (FULL HEIGHT) STAGGER INTO DOUBLE STUDS © STUDS 0 16" ON CENTER ® PRESSURE TREATED SILL PLATE WITH EDGE NAILING AND ANCHOR BOLTS PER SHEARWALL SCHEDULE. C)TOP PLATE SPLICE NAILING TO BE (8) 16d SINKERS (MIN). LAP 48" MINIMUM. CENTER SPLICE ON STUD. STD. SH EAR WALL TRUSS PER P 8d 0 6" O/C INTO BLOCKIN H1 CLIP 0 EACH TRUSS (24" O/C M AX0 WALL PER PLAN = NAIL SHEATHING INTO EA MEMBER OF TOP PLATE QG HOLDOWN PER SCHEDULE AND PLAN (HDQ8-SDS3 SHOWN) IQ COORDINATE ALL STUD AND PLATE SIZES w/ SHEARWALL SCHEDULE REQUIREMENTS Q EDGE NAILING TO POSTS, TRIM STUDS, AND KING STUDS ® BEARING STUD FOR HEADER © RIMJOIST TO BE 1X" MIN THICKNESS AT ALL SHEARWALLS ELEVATION W/ RIM JST VENTILATION MAY BE REQ'D AT BLOCKING. VERIFY METHOD W/ ENGINEER PRIOR TO CONSTRUCTION. BIRD BLOCKING IS ACCEPTABLE. ROOF/SHEARWALL CONN. RECEIV SDA rn .0 O rn M Q O N ago O 1 wO W M M _ Y 3 N N X t O�oW >� W C3 a U 1` ra Dote By rte�toa z OV N Z M 0 �00 --J0) Z a_ E- Ln ('o U) Ld z 0O 0 J 0 QLd � O a_ MAY 0 3 2021 CoVI1�tG, 343 DRAWN BY. CCC CHECKED BY. CC( DATE: 04/21 /21 JOB NO. 9239 STIVROUL CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT S-1.0 SHEARWALL SCHEDULE (CDX) MARK SHEATHING EDGE NAILING FIELD NAILING SILL PLATE & BOTTOM/TOP PLATE CONN. @ FND CONN. A%" CDX ONE gd @ 6" 0/C Sd @ 12" 0/C 0/C W/ 2x�S�LL W/ � BOTTOM 20- C FACE PLATE PLATE A2 CDX ONE $d 0 4" O/C Sd 0 12" 0/C 0 A.B. @ 36" O/C W/ 2x SILL LTP4 @ 14" O/C W/ 2x BOTTOM FACE PLATE I PLATE SHEARWALL NOTES 1. ALL STUDS, BLOCKING, TOP AND BOTTOM PLATES SHALL BE HEM —FIR NO. 2 UNLESS NOTED OTHERWISE ON PLANS. ALL SHEATHING EDGES MUST BE BACKED WITH 2x OR WIDER FRAMING (SEE NOTE #3). 2. SHEATHING MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY. ALL SHEARWALL SHEATHING MUST EXTEND TO THE OUTISDE EDGE OF ALL HOLDOWN POSTS AND CORNERS, AND TO THE INSIDE EDGE OF FRAMING AROUND OPENINGS. 3. WHERE SHEATHING NAILING IS SHEARWALL #3 AND GREATER, ALL FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL NOT BE LESS THAN A SINGLE 3—INCH NOMINAL MEMBER. ADDITIONALLY, WHERE SHEARWALLS ARE SHEATHED ON BOTH FACES, ALL STUDS AND PLATES RECEIVING EDGE NAILING FROM BOTH FACES MUST BE A SINGLE 3—INCH NOMINAL MEMBER OR PANEL JOINTS MUST BE STAGGERED. IN EACH OF THESE CASES 3x STUDS ARE REQUIRED UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS BY THE ENGINEER. FOR SHEARWALLS #3 AND #4, A 2x SILL PLATE MAY BE USED IF TWO TIMES THE NUMBER OF ANCHOR BOLTS REQUIRED BY THE SHEARWALL SCHEDULE ARE USED AND ARE EVENLY SPACED (SEE 2003 IBC SECTION 2305.3.10). 4. SHEARWALL NAILING CRITERIA IS BASED ON TABLE 2306.4.1 OF THE INTERNATIONAL BUILDING CODE (FOR CDX) OR REPORT NER-124 (FOR OSB). VALUES ARE BASED ON HEM —FIR NO. 2 FRAMING WITH COMMON NAILS. 5. HOLDOWNS AND OTHER CONNECTIONS MAY BE REQUIRED AT THE ENDS OF MANY SHEARWALLS. SIZES AND LOCATIONS OF THESE CONNECTORS ARE INDICATED ON THE PLANS. REFER TO THE APPROPRIATE DETAILS AND/OR HOLDOWN SCHEDULE FOR ADDITIONAL INFORMATION REGARDING ANCHOR BOLTS, EMBEDMENT LENGTH, ETC. WHERE (2) 2x's ARE USED AS A HOLDOWN POST, SHEARWALL EDGE NAILING MUST BE STAGGERED INTO EACH MEMBER OF THE POST. 6. ANCHOR BOLTS MUST BE EMBEDDED A MINIMUM OF 7" INTO CONCRETE OR GROUTED CMU, AND SHALL BE PLACED TO PROVIDE A MINIMUM OF 2" COVER. PROVIDE 3" COVER FOR CONCRETE CAST AGAINST SOIL. 7. ALL MACHINE BOLTS SHALL BE ASTM A307 OR BETTER. HILT] KWIK BOLTS/SIMPSON TITEN HD BOLTS OF THE SAME DIAMETER AS SHOWN IN THE SHEARWALL SCHEDULE MAY BE SUBSTITUTED FOR ANCHOR BOLTS INTO EXISTING CONCRETE. BOLTS SHALL BE EMBEDDED A MINIMUM OF 5" INTO EXISTING CONCRETE. 8. ALL NAILS AND CONNECTORS IN CONTACT WITH PRESSURE TREATED WOOD (EXCEPT FOR BORITE TREATED WOOD) MUST BE HOT DIPPED GALVANIZED OR STAINLESS STEEL TO RESIST CORROSION. 9. WHERE 10d NAILS ARE SPACED AT 3" ON CENTER OR LESS, NAILS MUST BE STAGGERED. 10. OSB OF EQUAL OR GREATER THICKNESS MAY BE SUBSTITUTED FOR CDX SPECIFIED IN SHEARWALL SCHEDULE. EPDXY HOLDOWN SCHEDULE *FOR EPDXY INSTALLATIONS INTO EXISTING CONCRETE MODEL ANCHOR FASTENERS TO EMBEDMENT MIN. EDGE BOLT POST LENGTH DISTANCE HDU2—SDS2.5 0 ATR (6) Y4" x 2 j" SDS 7 1 -,4• SCREWS HOLDOWN NOTES 1. ALL —THREAD BOLTS SHALL CONFORM TO ASTM A307. 2. MINIMUM CONCRETE COMPRESSIVE STRENGTH f'c = 2500 PSI. MINIMUM WALL THICKNESS IS 8". 3. ALL HOLDOWNS REQUIRE A (2) 2x POST UNLESS NOTED OTHERWISE. WHERE HOLDOWNS ARE INSTALLED INTO THE WIDE FACE OF THE STUD, STUDS MUST BE STITCH NAILED TOGETHER w/ 16d SINKERS STAGGERED CAD 4" o/c. 4. MINIMUM EDGE DISTANCE IS FOR FORMED CONCRETE EXPOSED TO WEATHER OR SOIL. FOR CONCRETE CAST AGAINST SOIL PROVIDE 3" CLEAR TO ANCHOR BOLT. 5. NAILS/SCREWS TO HOLDOWN POST SHALL BE PER MANUFACTURER'S SPECIFICATIONS. 6. WHEN FIELD CONDITION BECOME LESS THAN MINIMUM SHOWN, CONTACT ENGINEER PRIOR TO PROCEEDING. 7. ALL HOLDOWN BOLTS MUST BE RE —TIGHTENED JUST PRIOR TO ENCLOSING SECOND SIDE OF WALL. 8. HOLDOWNS MAY BE ATTACHED TO EXISTING CONCRETE USING SIMPSON 'SET—XP' HIGH STRENGTH EPDXY. SIZE AND EMBED PER CHART. ICBO REPORT NO. ER-5279. DRILL ANCHOR BOLT HOLES %" LARGER THAN ANCHOR BOLT DIAMETER. HOLDOWN POST. SEE HOLDOWN SCHEDULE OR PLAN FOR MINIMUM REQUIREMENTS LOCATION OF HOLDOWN TO BE INSTALLED LENGTH OF FOR DOUBLE SIDED SHEARWALL SHEARWALLS, THE SHEATHING ON EACH FACE MUST EXTEND CONTINUOUS BETWEEN HOLDOWN POSTS AS SHOWN LATERAL MARKING LEGEND OPENING PER PLA TYPE OF HOEDOWN TO BE INSTALLED SHEARWALL DESIGNATION —SEE SHEARWALL SCHEDULE FOR FRAMING, NAILING AND ANCHORAGE REQUIREMENTS WA Q _Q �0 0 co Q Q� o �C) M W ,7 � 3 Ilf � o°ej M 9 O W = � a L U L_ 4-1 71, ft Dow er R 1* Z � S N Z (n CD Z :D Q I L c0 to (LjZ 00 J 0 n MAY 0 3 2021 DRAWN BY: CCC CHECKED BY. CCC DATE: 04/21 /21 JOB NO. 9239 STRDCTURAL DETAILS RECEIV May 14 20: DEVELOPMENT SERVICES DEPARTMENT S-2.0 SHEARWALL EDGE NAILING TO BOTTOM PLATE PRESSURE TREATED SILL PLATE PER SHEARWALL SCHEDULE. USE 2x6 W/ A.B. O 48" O/C (MIN) LTP4 PER SHEARWALL SCHEDULE SHEARWALL EDGE NAILING TO SILL PLATE �A_! lirl 4" 0 PERFORATED PLASTIC PIPE: CENTER IN ONE CUBIC FOOT OF FREE DRAINING GRAVEL AND DRAIN TO APPROVED OUTFALL XT. WAL SCALE: %4 =1 -0 16d O EA JOIST. WHERE 3x BOTTOM PLATE IS REQ'D. USE SDSYx43i SCREW. JOIST PER PLAN (I -JOIST SHOWN) EXIST. FDN EXIST FTG *BREAK SHEARWALL SHEATHING @ BOTTOM OF SILL PLATE JOISTS PERPENDICULAR FOUNDATION CONN BREAK SHEATHING ON PLATE AS SHOWN. SEE NOTE FOR ALTERNATE. SHEARWALL PER PLAN NOTE: THE LTP4 AND THE 3x BOTTOM PLATE MAY BE ELIMINATED FOR THE SHEAR CONNECTION FOR SHEARWALL f S 1-5 IF THE SHEATHING FROM THE SHEARWALLIS BROKEN ONLY AT THE CENTER OF THE RIMJOIST AND NAILED TO THE RIMJOIST W 2 SHEARWALL EDGE NAILING TO - BOTTOM PLATE PRESSURE TREATED SILL PLATE PER SHEARWALL SCHEDULE. USE 2x6 W/ A.B. O 48" O/C (MIN) LTP4 PER SHEARWALL SCHEDULE SHEARWALL EDGE NAILING TO SILL PLATE 6" 1 4" 0 PERFORATED PLASTIC PIPE: CENTER IN ONE CUBIC FOOT OF FREE DRAINING GRAVEL AND DRAIN TO APPROVED OUTFALL ROWS OF PANEL EDGED BREAK SHEATHING ON PLATE AS NAILING. SHOWN. SEE NOTE FOR ALTERNATE. (WHERE SPECIFIED) DIAPHRAGM EDGE NAILING INTO SHEARWALL EDGE NAILING RIM JOIST (10d O 6" o/c MIN) (WHERE APPLICABLE) 16d NAIL EACH JOIST LTP4 FROM BOTTOM PLATE TO ol (USE SDSY4"x4)i" SCREW RIM JOIST PER SCHEDULE (AT FOR 3x BOTTOM PLATES) SHEARWALL ONLY) LPT4 FROM RIM JOIST TO TOP PLATE PER SCHEDULE (AT SHEARWALL ONLY) SHEARWALL EDGE NAILING (WHERE APPLICABLE) SHEARWALL PER PLAN• (WHERE SPECIFIED) "-JOIST PER PLAN (I -JOIST SHOWN. SOLID SAWN SIMILAR) 1Y4 RIM JOIST (MINIMUM) (2)16d NAILS EACH JOIST TO TOP PLATE SHEARWALL PER PLAN DIAPHRAGM EDGE NAILING INTO RIM (WHERE SPECIFIED) JOIST (10d O 6" o% MIN) SHEARWALL EDGE NAILING 16d NAIL EACH BLOCK (USE SDSY7x4Y2" (WHERE APPLICABLE) SCREW FOR 3x BOTTOM PLATES) LTP4 FROM BOTTOM PLATE 2 BAYS OF JOIST BLOCKING O TO RIM JOIST PER 48" o/c w/ (3)10d NAILS INTO SCHEDULE (AT SHEARWALL EACH BLOCK ONLY) LPT4 FROM RIM JOIST TO TOP PLATE PER SCHEDULE (AT SHEARWALL ONLY) SHEARWALL EDGE NAILING FLOOR FRAMING PER PLAN (WHERE APPLICABLE) (I -JOIST SHOWN. SOLID SAWN SHEARWALL PER PLAN SIMILAR) (WHERE SPECIFIED) 1Y4" RIM JOIST (MINIMUM) FLOOR JOIST/SHEARWALL CONNECTION FROM BLOCKING TO TOP PLATE 16d O EA BLOCK AND O 12" O/C INTO RIM. WHERE 3x BOTTOM PLATE IS REQ'D. USE SDS Y4x4 h SCREWS BLOCKING O 48" O/C W/ (3) 10d NAILS PER PLAN (I -JOIST SHOWN) . FDN EXIST FTG JOISTS PARALLEL w::W4 S .4 L Kr WEB STIFFENER INSTALLED SNUG FOR I -JOISTS. NO STIFFENERS REQ'D FOR SOLID SAWN. PLACE 2x6 SQUASH BLOCK EA SIDE OF JOIST. WHERE HD DOES NOT LINE UP OVER JOIST, USE SQUASH BLOCK EQUAL TO WIDTH OF HD POST ABOVE (4x MIN). EMBEDMENT LENGTH .• - 4. .4 a HOLDOWN PER PLAN (HDQ8 SHOWN) ALL -THREAD ROD, DIAMETER AND EMBEDMENT PER SCHEDULE BOTTOM PLATE PER SHEARWALL SCHEDULE RIM JOIST OR BLOCKING PER PLAN. -PRESSURE TREATED SI PLATE PER SHEARWAL SCHEDULE. STEM WALL AND FOOTING PER PLAN. HOLDOWN INSTALLATION INTO EXISTING FOUNDATION NVA U) N ++ 0 �U 0 U) U) M Qa�0of � ' rn M �U)n3N uj _ W = p a L U 4-1 U) II Na oaa ey R.� z Z � W J 0) zn Q L7 I � � z 0 uj z (n 00 0 J 0 a - MAY 0 3 2021 of WAs;�; 34 DRAWN BY: CCC ;NECKED BY: CCC DATE: 04/21 /21 JOB NO. 9239 muffulm DEVILS REC I ED May 11 2 21 S-3.0 _OPMENT SER' DEPARTMENT