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APPROVED BLD PLN RESUB1 PLN BLD2023-0168+Architectural_Plan+8.16.2023_5.20.22_PM+3730673GENERAL FRAMING NOTES GENERAL NOTES PLUMBING & HVAC NOTES BUILDING PERFORMANCE REVISIONS 1. ALL DIMENSIONAL LUMBER SHALL BE DOUGLAS FIR LARCH NO. 2 AND LARGER LUMBER SHALL BE DOUGLAS FIR N0.1 OR BETTER, UNO. 2. WALL HEADERS: (2) 2 X 10 DF 2 W/ IK/IT TYP. UNO 3. I -JOISTS AND LVL MEMBERS MUST BE INSTALLED IN COMPLIANCE WITH THEIR LISTINGS. 4. ALL TRUSSES SHALL BE ENGINEERED AND STAMPED WITH A SEPARATE ENGINEERED DOCUMENT. 5. PRE -MANUFACTURED WOOD JOISTS &TRUSSES SHALL BE OF THE SIZE AND TYPE SHOWN ON THE DRAWINGS, MANUFACTURED BY THE TRUSS OR JOIST COMPANY. NO MEMBERS SHALL BE MODIFIED AND MUST BE INSTALLED IN COMPLIANCE WITH THEIR LISTINGS. PROVIDE BRIDGING IN CONFORMANCE WITH THE MANUFACTURERS RECOMMENDATIONS. MEMBERS AND BRIDGING SHALL BE CAPABLE OF RESISTING THE WIND UPLIFT NOTED ON THE DRAWINGS. THE MANUFACTURER SHALL VISIT JOB SITE AS REQUIRED AND VERIFY THE PROPER INSTALLATION OF THE JOISTS &TRUSSES IN WRITING TO THE CONTRACTOR/ENGINEER. PRED MANUFACTURED WOOD JOIST ALTERNATES WILL BE CONSIDERED, PROVIDED THE ALTERNATE IS COMPATIBLE WITH THE LOAD CAPACITY, STIFFNESS, DIMENSIONAL, AND FIRE RATING REQUIREMENTS OF THE PROJECT, AND IS ENGINEER OR ICBO APPROVED. 6. ALL JOISTS AND RAFTERS SHALL HAVE SOLID BLOCKING AT THEIR BEARING POINTS. CONNECT BLOCKING TO TOP OF WALL W/ SIMPSON FRAMING ANCHORS. ROOF JOIST TO HAVE HURRICANE CLIPS Qa 48" O.C. OR SIMPSON H-1 HURRICANE CLIPS �a 24" O/C. INSTALL PRIOR TO ROOF SHEETING. 7. ALL WOOD &IRON CONNECTIONS MUST CARRY THE CAPACITY OF THE MEMBER. THE CONTRACTOR IS RESPONSIBLE FOR ALL CONNECTIONS. IF OTHER THAN STANDARD CONNECTIONS ARE REQUIRED, CONTACT PROJECT ENGINEER FOR ASSISTANCE. USE SIMPSON OR OTHER ICC LISTED CONNECTIONS. 8. ALL HANGERS AND NAILS IN CONTACT WITH PRESSURE TREATED LUMBER SHALL BE SIMPSON Z-MAX HANGERS OR STAINLESS STEEL. 9. NAILS: ALL SHEAR WALL SHEATHING NAILS SHALL BE COMMON NAILS ALL FRAMING NAILS SHALL BE COMMON NAILS. OR HOT DIPPED GALVANIZED BOX NAILS. FRAMING NAILS SHALL BE PER IBC TABLE 2304.9.1 OR IRC TABLE R602.3(1). 10. THRUST SHALL BE ELIMINATED BY THE USE OF COLLAR TIES OR CEILING JOISTS, WHERE REQUIRED. 11. BEVELED BEARING PLATES ARE REQUIRED AT ALL BEARING POINTS FOR BCI & TJI RAFTERS. 12. ALL COLUMNS SHALL EXTEND DOWN THRU THE STRUCTURE TO THE FOUNDATION. ALL COLUMNS SHALL BE BRACED AT ALL FLOOR LEVELS. COLUMNS SHALL BE THE SAME WIDTH AS THE MEMBERS THAT THEY ARE SUPPORTING. 13. ALL EXTERIOR WALLS SHALL BE SHEATHED WITH 1/2" THICK 2-M-W SHEATHING OR EQUAL W/ 8D COMMON NAILS �a 6" O.C. �a EDGES Qa 12" O.C. IN FIELD, UNO. SHEATHING SHALL BE CONTINUOUS ACROSS ALL HORIZONTAL FRAMING JOINTS. 14. ALL ROOF SHEATHING AND SUB -FLOORING SHALL BE INSTALLED WITH FACE GRAIN PERPENDICULAR TO SUPPORTS, EXCEPT AS INDICATED ON THE DRAWINGS. ROOF SHEATHING SHALL EITHER BE BLOCKED, TONGUE -AND -GROOVE, OR HAVE EDGES SUPPORTED BY PLYCLIPS. SHEAR WALL SHEATHING SHALL BE BLOCKED WITH 2X FRAMING AT ALL PANEL EDGES. SHEATH ROOF PRIOR TO ANY OVER FRAMING. 15. PLYWOOD PANELS SHALL CONFORM TO THE REQUIREMENTS OF "U.S. PRODUCT STANDARD PS 1 FOR CONSTRUCTION AND INDUSTRIAL PLYWOOD" OR APA PRP-108 PERFORMANCE STANDARDS. UNO, PANELS SHALL BE APA RATED SHEATHING, EXPOSURE 1, OF THE THICKNESS AND SPAN RATING SHOWN ON THE DRAWINGS. PLYWOOD INSTALLATION SHALL BE IN CONFORMANCE WITH APA RECOMMENDATIONS. ALLOW 1/8" SPACING AT PANELS ENDS AND EDGES, UNLESS OTHERWISE RECOMMENDED BY THE PANEL MANUFACTURER. 16. GLULAM BEAMS SHALL BE FABRICATED IN CONFORMANCE WITH U.S. PRODUCT STANDARD PS 56, "STRUCTURAL GLUED LAMINATED TIMBER" AND AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, ATTIC 117. EACH MEMBER SHALL BEAR AN ATIC OR APA-EWS IDENTIFICATION MARK AND BE ACCOMPANIED BY A CERTIFICATE OF CONFORMANCE. ONE COAT OF END SEALER SHALL BE APPLIED IMMEDIATELY AFTER TRIMMING IN EITHER SHOP OR FIELD. 17. GLULAM BEAMS SHALL BE 24F-V4 DF/DF OR EQUAL FOR SIMPLE SPANS, AND 24F-V8 DF/DF FOR CONTINUOUS SPANS. 18. " VERSA -LAM" & " MICRO -LAM MEMBERS SHALL BE GRADE 2.0 E. 19. ANY WOOD IN CONTACT W/ CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. 20. ALL WOOD &IRON CONNECTORS SHALL BE INSTALLED W/ ALL REQUIRED FASTENERS IN COMPLIANCE W/ THEIR WRITTEN APPROVAL. 21. ALL HANGERS TO BE " SIMPSON" OR EQUAL. 22. NOTIFY FOR PRIOR TO DRILLING HOLES IN STEEL BEAMS. THIS PLAN SET, COMBINED WITH THE BUILDING CONTRACT, PROVIDES BUILDING DETAILS FOR THE RESIDENTIAL PROJECT. THE CONTRACTOR SHALL VERIFY THAT SITE CONDITIONS ARE CONSISTENT WITH THESE PLANS BEFORE STARTING WORK. WORK NOT SPECIFICALLY DETAILED SHALL BE CONSTRUCTED TO THE SAME QUALITY AS SIMILAR WORK THAT IS DETAILED. ALL WORK SHALL BE DONE IN ACCORDANCE WITH INTERNATIONAL BUILDING CODES AND LOCAL CODES. CO CONTRACTOR SHALL BE RESPONSIBLE AND BEAR ANY FINES OR PENALTIES FOR CODE, ORDINANCE, REGULATION OR BUILDING PROCESS VIOLATIONS. INSURANCES SHALL BE IN FORCE THROUGHOUT THE DURATION OF THE BUILDING PROJECT. WRITTEN DIMENSIONS AND SPECIFIC NOTES SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND GENERAL NOTES. THE ENGINEER/DESIGNER SHALL BE CONSULTED FOR CLARIFICATION IF SITE CONDITIONS ARE ENCOUNTERED THAT ARE DIFFERENT THAN SHOWN, IF DISCREPANCIES ARE FOUND IN THE PLANS OR NOTES, OR IF A QUESTION ARISES OVER THE INTENT OF THE PLANS OR NOTES. CONTRACTOR SHALL VERIFY AND IS RESPONSIBLE FOR ALL DIMENSIONS (INCLUDING ROUGH OPENINGS). ALL TRADES SHALL MAINTAIN A CLEAN WORK SITE AT THE END OF EACH WORK DAY. ALL CONSTRUCTION SHALL COMPLY WITH THE CURRENT BUILDING CODES ADOPTED BY THE JURISDICTION THE STRUCTURE IS BUILT WITHIN. NOTIFY THE DESIGNER IMMEDIATELY OF ANY DISCREPANCIES WITHIN THE DRAWINGS. ALL APPLICABLE CODES (BUILDING, ZONING OR OTHER), ORDINANCES (HOA'S OR OTHER) AND MINIMUM STRUCTURAL REQUIREMENTS TAKE PRECEDENCE OVER DRAWINGS AND NOTES. CONTRACTOR SHALL FURNISH AND INSTALL WORK NOT COVERED UNDER ANY SPECIFICATION SHOWN, OR REASONABLY INFERABLE FROM THE DRAWINGS, INCLUDING ALL NECESSARY TO PRODUCE THE INTENDED RESULTS. CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UNDERGROUND UTILITY LINES THROUGHOUT THE SITE PRIOR TO SITE OR LANDSCAPE WORK. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR TO VERIFY ALL DIMENSIONS IN THE FIELD. DIMENSIONS ARE TO FACE OF FRAMING, FACE OF CONCRETE OR FACE OF SHEATHING AT FLOOR SHEATHING U.N.O. PRESSURE TREATED WOOD SHALL BE USED IN ALL CONDITIONS WHERE WOOD IS IN CONTACT WITH CONCRETE. GLAZING SHALL BE TEMPERED SAFETY GLASS AND COMPLY WITH ALL PROVISIONS OF SECTION R308.4 OF THE 2018 IRC WHERE THE FOLLOWING CONDITIONS OCCUR; GLAZING WITHIN SWINGING AND SLIDING DOORS GLAZING WITHIN 24" OF EITHER EDGE OF A DOOR JAMB GLAZING WITHIN 18" OF THE FINISHED FLOOR GLAZING WITHIN GUARDS GLAZING ENCLOSURES AT SHOWERS AND BATHTUBS GLAZING ADJACENT TO STAIRWAYS, LANDINGS &RAMPS WITHIN 36" OF WALKING SURFACE GLAZING AT BOTTOM LANDING WHEN LESS THAN 36" ABOVE LANDING AND WITHIN 60" HORIZONTALLY OF BOTTOM TREAD INSTALL WINDOW OPENING CONTROL DEVICES PREVENTING THE PASSAGE OF A 4" DIA. SPHERE AT WINDOWS LOCATED MORE THAN 72" ABOVE THE FINISHED SURFACE BELOW, WHEN THE WINDOW SILL IS 24" OR LESS ABOVE THE FINISHED FLOOR OR ROOM PER R312.2 IRC. PROVIDE AND INSTALL SMOKE ALARMS. SMOKE ALARMS SHALL BE LOCATED IN EACH SLEEPING ROOM AND IN THE CORRIDOR OR AREA GIVING ACCESS TO EACH SEPARATE SLEEPING ROOM PER R314 IRC. 1. T h e construction ro' e ct i n vo I ves demolition of a !The following documentation shall be available on p � ;site for the building inspector: si nificant ortion of the existin structure. Please p � . ❑ COE APPROVED ARCHITECTURAL PLAN SET be aware that structures that are d e m o I i s h ed to the ! ©COE APPROVED STRUCTURAL PLAN SET ❑ COE REVIEWED CALCULATION PACKET eve I that meets o r exceeds 7 5 % of the replacement ; ❑ENERGY CREDIT WORKSHEET ❑SITE PLAN cost of the structure wi I I not be a I I owed by city code ! ❑CIVIL PLAN to be rebuilt exce t to full -on standards for new � ° p .❑ construction. Reference Edmonds Communit y ■ CITY OF EDMONDS BUILDING DEPARTMENT 2021 Development Code section 19.00.045. SEE CIVICS FOR SITE WORK 1. HVAC SHALL HAVE TWO ZONES, ONE FOR EACH FLOOR. 1. HEAT LOSS CALCULATIONS SHALL COMPLY WITH REScheck AND/OR REQUIREMENTS OF LOCAL CODES. 2. INSULATE HEATING TRUNK AND BRANCH SUPPLY DUCTS IN 2. PORCHES, DECKS, BALCONIES, FOUNDATION AND GARAGE AREAS NOT UNFINISHED AREAS, CRAWL SPACES, ATTICS GARAGES, ETC INCLUDED IN LIVING AREA. 3. ALL EXHAUST FANS TO BE VENTED DIRECTLY TO THE EXTERIOR. ALL 3. ALL DUCTING SHALL BE THRU FLOOR TRUSSES /JOISTS PENETRATIONS OF THE BUILDING ENVELOPE SHALL BE SEALED WITH CAULK OR FOAM. 4. ENCLOSED ATTICS AND SPACES BETWEEN RAFTERS SHALL HAVE 4. PROVIDE CRAWLSPACE VENTING TO MEET LOCAL CODE REQUIREMENTS CLEAR CROSS VENTILATION AREA TO THE OUTSIDE VENTS. 1/150 OF INSULATE ALL ACCESS DOORS/ HATCHES TO CRAWL SPACES AND SPACE VENTILATED FOR GABLE VENTS. 1/3000 OF SPACE VENTILATED ATTICS TO THE EQUIVALENT RATING OF THE WALL, FLOOR OR CEILING FOR BOTH GABLE AND EAVE VENTS. THROUGH WHICH THEY PENETRATE, UNO. 5. MINIMUM INSULATION: 5. DRYER, WATER HEATER, KITCHEN AND BATHROOM VENTING SHALL ATTIC/CEILING R-49 EXHAUST TO THE OUTSIDE OF THE BUILDING AND BE EQUIPPED WITH WALLS R-21 A BACK DRAFT DAMPER.VENT DRYER VENT, MAX. LENGTH OF DUCT FLOORS R-38 14' WITH TWO 90 DEGREE ANGLES. 6. PROVIDE 30" CLEARANCE FROM RANGE TOP TO COMBUSTIBLE MATERIALS. FOR EXCEPTIONS, SEE INT. MECHANICAL CODE. SIDE CLEARANCE SHALL BE AS SPECIFIED BY PERMANENT MARKING ON THE UNIT. - IRC M1901.1 7. WATER CLOSETS TO HAVE A FLOW RATE OF 1.6 GALLONS OR LESS PER FLUSH - IRC P2903.2 8. SHOWER HEADS TO HAVE FLOW RATE OF 2.5 GALLONS PER MINUTE OR LESS. - IRC P2903.2 9. TUBS/SHOWERS SHALL BE PROVIDED WITH INDIVIDUAL CONTROL ALVES OF THE PRESSURE BALANCE OR THE THERMOSTATIC MIXING TYPE. 10. INSTALL WATERPROOF GYPSUM BOARD AT ALL WATER SPLASH AREAS TO MINIMUM 84" ABOVE SHOWER DRAINS. 11. WATER SOFTENER UNIT, SHALL CONDITION WATER BEFORE ENTERING THE WATER HEATERS AND THE COLD WATER SOURCE. WATER TO REFRIGERATOR, KITCHEN AND BATH SINKS SHALL NOT HAVE CONDITIONED WATER. 12. EACH HOSE BIBB SHALL BE EQUIPPED WITH A BACK FLOW PREVENTION DEVICE. 13. ALL GAS LINES SHALL BE SIZED FOR APPLIANCE LOAD. "BLACK" PIPE SHALL BE USED INSIDE THE BUILDING, "GREEN" PIPE WHERE UNDERGROUND OR EXPOSED TO WEATHER. ALL JOINTS SHALL BE TAPED WHERE BURIED OR EXPOSED TO WEATHER. 14. INSULATE WASTE LINES FOR SOUND CONTROL. 15. INSTALL CENTRAL VACUUM SYSTEM &PIPING; CONFIRM BRAND WITH HOMEOWNER. INSPECTION NOTES IF NEEDED: 1. PROVIDE SPECIAL INSPECTION, SPECIAL TESTING, REPORTING AND COMPLIANCE PROCEDURES ACCORDING TO THE LOCAL BUILDING CODE. 2. SPECIAL INSPECTOR QUALIFICATIONS: DEMONSTRATE COMPETENCE, TO THE SATISFACTION OF THE BUILDING OFFICIAL, FOR INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION OR OPERATION IN QUESTION. PRIOR TO THE BEGINNING OF CONSTRUCTION, REVIEW THE SPECIAL INSPECTION REQUIREMENTS WITH THE DESIGNER, ENGINEER, BUILDING OFFICIAL, GENERAL CONTRACTOR AND SPECIAL INSPECTORS. DUTIES OF THE SPECIAL INSPECTOR INCLUDE, BUT ARE NOT LIMITED TO: A. OBSERVE THE WORK FOR CONFORMANCE WITH THE APPROVED PERMIT DRAWINGS AND SPECIFICATIONS. BRING DISCREPANCIES TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR BUILDING OFFICIAL. B. FURNISH INSPECTION REPORTS FOR EACH INSPECTION TO ELECTRICAL NOTES ELECTRICAL OUTLETS IN ROOMS SHALL BE INSTALLED PER CODE TYP. HOME OWNER SHALL DO A WALK-THRU WITH RELEVANT INSTALLERS TO VERIFY THE EXACT LOCATION FOR OUTLETS, LIGHTS, SWITCHES, CABLE, DATA, PHONE, AUDIO, VACUUM, ETC. PROVIDE MIN. 400 AMP SERVICE TO MAIN PANELS) ALL APPLIANCES &UTILITIES TO HAVE DEDICATED CIRCUITS. SEE MFG'S SPECS. FOR REQUIREMENTS ELECTRICAL RECEPTACLES IN BATHROOMS, KITCHENS, FOUNDATION AND GARAGE SHALL BE G.F.C.I. PER NATIONAL ELECTRICAL CODE REQUIREMENTS ALL BEDROOM OUTLETS AND LIGHTS BE ARCH FAULT PROTECTED ALL VENTILATION FANS SHALL BE ON TIMER SWITCHES, UNO PROVIDE ONE SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR IN EACH ROOM AND ONE IN EACH CORRIDOR ACCESSING BEDROOMS. CONNECT SMOKE DETECTORS TO HOUSE POWER AND INTER -CONNECT SMOKE DETECTORS TO HOUSE POWER AND INTERCONNECT SO THAT, WHEN ANY ONE IS TRIPPED, THEY ALL WILL SOUND. PROVIDE BATTERY BACKUP FOR ALL UNITS. CIRCUITS SHALL BE VERIFIED WITH HOME OWNER PRIOR TO WIRE INSTALLATION. FINAL SWITCHES FOR TIMERS AND DIMMERS SHALL BE VERIFIED WITH HOME OWNER. FIXTURES TO BE SELECTED BY HOME OWNER. UNO -ALL SWITCHES TO BE 48" ASF. INTERIOR OUTLETS TO BE 15" ASF. OUTLETS OVER COUNTERTOPS TO BE 3" ABOVE COUNTER FROM BOTTOM. GARAGE OUTLETS TO BE 40" ASF.(ASF =ABOVE SUBFLOOR) ALL LIGHTING SHALL BE DIMABLE AND USE LED, UNO. AUDIO: LOCATE SPEAKERS AND AUDIO CONTROLS AS INDICATED IN THE PLAN; RUN CIRCUIT OF SPEAKER WIRING TO AUDIO HOME PANEL SPECIFIED BY FLOOR; AUDIO SPEAKERS TO BE APPROVED BY HOME OWNER; LOCATE JACKS AS INDICATED IN THE PLAN; INSTALL DATA /CABLE PANEL SIMILAR TO "ON Q". SYSTEM TO BE APPROVED BY HOME OWNER. DATA /CABLE: LOCATE SECURITY PANELS AS INDICATED IN THE PLAN; SYSTEM TO BE APPROVED BY HOME OWNER. HOME OWNER PROVIDED &INSTALLED. THE BUILDING OFFICIAL, ARCHITECT, ENGINEER, GENERAL APPROVED BY PLANNING CONTRACTOR AND OWNER IN A TIMELY MANNER. C. SUBMIT A FINAL REPORT STATING WHETHER THE WORK %������ REQUIRING SPECIAL INSPECTION WAS INSPECTED, AND Sep 11 2023 WHETHER THE WORK IS IN CONFORMANCE WITH THE APPROVED PERMIT DRAWINGS AND SPECIFICATIONS. 3. DUTIES OF THE CONTRACTOR INCLUDE, BUT ARE NOT LIMITED TO: A. NOTIFY SPECIAL INSPECTOR THAT WORK IS READY FOR INSPECTION AT LEAST 24 HOURS BEFORE THE INSPECTION IS REQUIRED. B. MAINTAIN ACCESS TO WORK REQUIRING SPECIAL INSPECTION UNTIL IT HAS BEEN OBSERVED AND INDICATED TO BE IN CONFORMANCE BY THE SPECIAL INSPECTOR AND APPROVED BY THE BUILDING OFFICIAL. C. PROVIDE THE SPECIAL INSPECTOR WITH ACCESS TO APPROVED PERMIT DRAWINGS AND SPECIFICATIONS AT THE JOB SITE. D. MAINTAIN JOB -SITE COPIES THE SPECIAL INSPECTOR. OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES APPROVED PLANS MUST BE ON JOB SITE separate plumbing permit required. Work Address Owner City Of Edmonds Building Department ADDITION 18230 91 ST AVE W Approved Date Building Official -------- OgT07�2�23------ E�i,� Permit Number BLD2023-0168 ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE BLD2023-0168 RESUB Aug 17 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT TM WM l' J N CO z� N Q> � >� W� � c� W �-. �� W N DOJ �W ` N� v X �° 0 DRN BY: J. HEILMAN DATE: MAR. 28, 2022 FILENAME: 2022-01 w O z Z J Z Q Q � � W = Z U w m C'3 SHEET c 1 of 16 N N N_ MT l'J T N M 0 T _� N 1 4' I 24' EXISTING FLOOR PLAN SCALE 1 /4" = 1' - 0" N 0 T T ['� Demolition of structure beyond what is identified on the plans will result in the issuance of a stop work order and plan revisions will be required. 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EXISTING FOUNDATION AND FLOOR FRAMING TO REMAIN IN PLACE. N 0 T T BLD2023-0168 RESUB Aug 17 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT REVISIONS 6/30/23 T�./� W M ^ N v� o zN �� Q� � �� � w� � �� w� >� W N a0 J f N w T X m O SRN BY: J. HEILMAN SATE: MAR. 28, 2022 FILENAME: 2022-01 z a J Z H � O J X m w SHEET 2of16 REVISIONS 10 9/9/2022 O 282.58' 278.33' 262.37' 262.20' 257.58' 252.91' 252.84' 12 2 HARDI CEMENTITIOU SIDING MAXIMUM ALLOWED RIDGE ELEVATION PROPOSED ELEVATION AVERAGE GRADE ELEVATION 11 HEIGHT CALCULATION HEIGHT CALCULATIONS BASED ON SURVEY FRONT ELEVATION SCALE 1/4" = 1' - 0" RIGHT ELEVATION SCALE 1/4" = 1' - 0" FIREPLACE VENT PER MANUFACTURER. SLOPE ALL HARD SURFACES AND GRADE AWAY FROM HOUSE TYP. INTERMEDIATE RAIL OR ORNAMENTAL PATTERN SPACED SUCH THAT A 4" DIAMETER SPHERE CANNOT PASS THROUGH ANY OPENING. CABLE RAIL GUARD WITH IPE OR SIMILAR CAP BLD2023-0168 RESUB Aug 17 2023 C YO E M N S D VE O M N S R IC S DEPART ENT 0 2 4 6 8 10 12 14 16 18 20 TM WM `'J N Cfl z� N a �o � �� � w� � M W� �� W N 0� J \ N w r~ X m SRN BY: J. HEILMAN SATE: MAR. 28, 2022 FILENAME: 2022-01 Z O H z Q � � o w O J m W SHEET 1 3of16 BUILDING PERFORMANCE REVISIONS FLASHING OF EXTERIOR WALL OPENINGS INDIVIDUALLY FLASH ALL EXTERIOR OPENINGS FOR FIXTURES SUCH AS WINDOWS, DOORS, AND VENTS TO MAKE THEM WATER TIGHT. PENETRATION FLASHING MATERIAL SHALL BE BARRIER COATED REINFORCED AND SHALL PROVIDE 4 HOUR MIN. PROTECTION FROM WATER PENETRATION WHEN TESTED IN ACCORDANCE WITH ASTM D-779. SEALANT SHALL COMPLY TO FF TT-S-1657. USE 'FORTIFLASH 25' BY'FORTIFIBER' OR EQUAL OVER SOLID BACKING. FOR NAIL -ON -FLANGE TYPE FIXTURES A STRIP OF APPROVED FLASHING MATERIAL SHOULD BE AT LEAST 9" WIDE. FLASHING SHALL BE APPLIED IN A WEATHERBOARD FASHION AROUND THE FULL PERIMETER OF THE OPENING. APPLY THE FIRST STRIP HORIZONTALLY IMMEDIATELY BELOW THE SILL UNDER THE WINDOW FLANGE, CUT IT SUFFICIENTLY LONG TO EXTEND PAST EACH SIDE OF THE WINDOW, SO THAT IT PROJECTS BEYOND THE VERTICAL FLASHING TO BE APPLIED LATER. FASTEN THE TOP EDGE OF THE SILL FLASHING TO THE FRAMING, BUT DO NOT FASTEN THE LOWER EDGE, SO THE WEATHER -RESISTIVE BARRIER APPLIED LATER MAY BE SLIPPED UP AND UNDERNEATH THE FLASHING IN WEATHERBOARD FASHION. NEXT, FASTEN STRIPS OF FLASHING AT EACH VERTICAL EDGE (JAMB) OF THE OPENING. RUN THIS FLASHING BEYOND THE SILL FLASHING AND ABOVE WHERE THE HEAD FLASHING WILL INTERSECT. (SEE FIGURE B) APPLY A CONTINUOUS SEAL TO THE BACKSIDE (INTERIOR) OF THE MOUNTING FLANGE NEAR THE OUTER EDGE OR A CONTINUOUS SEAL TO THE PERIMETER OF THE OPENING AT A POINT TO ASSURE CONTACT WITH THE BACKSIDE (INTERIOR) OF THE MOUNTING FLANGE. (SEE FIGURE C) FOR FIXTURES WITH OUT ANAIL-ON-FLANGE THE FLASHING SHALL BE 12" MIN. WIDE AND EXTEND INTO THE ROUGH FRAME AT THE SILL AND JAMB IN A WEATHERBOARD FASHION. THE FIXTURE SHALL THEN BE INSTALLED. NEXT, APPLY A CONTINUOUS SEAL AT THE TOP (HEAD) MOUNTING FLANGE OR G.S.M. HEAD FLASHING AND EMBED THE BOTTOM OF THE HEAD FLASHING OVER THE SEALANT AND THE MOUNTING FLANGE OR G.S.M. FLASHING. CUT THIS FLASHING SUFFICIENTLY LONG SO THAT IT WILL EXTEND BEYOND EACH JAMB FLASHING. FASTEN IN PLACE. (SEE FIGURE D) APPLY REMAINING WEATHER -RESISTIVE BARRIER IN A WEATHERBOARD FASHION WITH THE SILL FLASHING LAPPING OVER THE TOP, AND THE HEAD AND JAMB FLASHING BELOW. BASED UPON INDUSTRY STANDARDS APPROVED BY THE WASHINGTON ASSOCIATION OF WINDOW MANUFACTURERS. NOTE: SEALANT SHALL BE COMPATIBLE WITH THE FLASHING MATERIALS & WINDOW. CABLE RAIL GUARD V� SIMILAR CAP LEFT ELEVATION SCALE 1 /4" = 1' - 0" REAR ELEVATION SCALE 1/4" = 1' - 0" STANDING SEAM METAL ROOF INSTALL PER MANUF. c+nrnirinnTi�nic+ ITERMEDIATE RAIL OR ORNAMENTAL ATTERN SPACED SUCH THAT A 4" IAMETER SPHERE CANNOT PASS HROUGH ANY OPENING. SDI -BOARD �IENTITIOUS ING OR EQUAL SLOPE ALL HARD SURFACES AND GRADE AWAY FROM HOUSE TYP. BLD2023-0168 RESUB Aug 17 2023 E E O M N S R C S E A THE T 0 2 4 6 8 10 12 14 16 18 20 c� N CO z� N Q> � W� � M W� �� WN DO J Nw U T� X � m 0 SRN BY: J. HEILMAN DATE: MAR. 28, 2022 FILENAME: 2022-01 Cn Z O z Q � � O w O J m W SHEET 2 4 of 16 REVISIONS 6/30/23 TM MW L' J CV 87'-6 1 /2" � � 0 36' 11'-6 1 /2" 28' 12' N 00 3'-10 1 /2" 3'-3" 28'-10 1 /2" 4'-1 3/4" 3'-3" 4'-1 3/4" 4' 24' 9' 3' >Q � l � > C� V \ �� �� w � I---,--- ------------------- L----------� _ � (� Iy.y:.. . , . 4.. . ,': - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4. 7• I •.• I BUCK OUT FOR I -��. I I �� I I I w I :�•: I 3- 0 DOOR I :;�,� I I .� � r I ��. I I ��:. I I •: I 00 J I •: I I :.�.. I I T• CV N I ..'. I I �... I I; I T � T I •�•;: I I '::: I I I X I. I I.>.:: I I .:: PROVIDE MIN 18" x 24" Q I ::`. I I •;'N I I ;:. I CRAWL SPACE ACCESS � m I •:: I I .: •: I CRAWL SPACE I �•• I �:. � I" �: I STORAGE I� � I .., I I r; I I ���_ N I :: � I ::. I I .:.� I I •'�: I I ��'-: I I I ��� I I ��. I D A I�� I I I I� I �;;�I I :�I I: I ::' I I ���. N I. •• I I .�.,.. I I �... I r I '; I I '�: I I •r:• I I : :. -! • I. `�'------------ �.�� .: I - I �� - -T � � I ... . ,. .: . �: ------------- -- I '•: I I I •;'� I b J. HEILMAN _. I T DRN BY: I • .� I MAR. 28, 2022 �` I r DATE: I .� I FILENAME: 2022-01 �:.;. Exposed wall, floor and ceiling cavities shall •� I be insulated to the high extent feasible. I �•' I ��� CV \ T `� CRAWL SPACE N MAINTAIN MIN 18" CLEAR CRAWL SPACE �12" MIN UNDER BEAMS) ROVIDE 6 MIL BLACK VAPOR BARRIER LAP EDGES 12" SULATE FLOOR OVER CRAWL W/MIN n-10 r SUPPORTED AT NOT MORE THAN 24" O.C. �' \�/ r z 1' 10 1/ 1' 10 1/ O 1 ' 10 1 / 8'-3" 1 ' 10 1 / 8'-3" 1 ' 10 1 / 8'-3" 1' 10 1 / " 12' 12' 12' O 36' 11'-6 1 /2" 28' 12' W 87'-6 1 /2" BLD2023-0168 SHEET RESUB FOUNDATION PLAN Aug 17 2023 CI Y F D D 5 of 16 SCALE 1/4"-1'-O" EEOPATENRICS 0 2 4 6 8 10 12 14 16 18 20 FOUNDATION WALL LEGEND EXISTING FOUNDATION .. :,. ���" �' "� �'= �• �' _ NEW FOUNDATION REVISIONS SA CO ALIARM R314 MONXIO E R315 6/30/23 PROVIDE COMBINATION SMOKE ALARMS/CARBON MONOXIDE ALARMS IN EACH SLEEPING ROOM AND OUTSIDE OF EACH SLEEPING ROOM IN THE IMMEDIATE VICINITY OF THE BEDROOMS. ALARMS SHALL BE INSTALLED ON EACH FLOOR AND IN BASEMENTS. rM W C'7 CV 87'-6 1 /2" � � 47'-6 1 /2" 28' 12' N 00 36' 11 '-6 1 /2" 14'-3" 13'-9" 9' 3' Q � 5'-9 1 /4" 5'-9 1 /4" 4'-5 1 /2" 9'-9 1 /2" � � �� �� I..LI � __ --- --------T-, _ � M r--------------------------------------------------- -- -- ----- � - - - - T w _ _ _ _ _ _ _ _ _ _ � � LINEN T � � r I 3050 ______ O I � I�-----------------------------------------------------� �------ -- °� I N I � I I 50 ® � � o �"� , I w I I I I VERIFY HEIGHT 5' 3/4" BATH 4 �� ; o I j � I I OF DOOR IN FIELD 2468 N M � II � r I I i i `"'" BEDROOM 4 � �, N I Mw j I I I 9.5" TJI 110 FLOOR JOISTS � � , i N CV I I _ O r I � I I Q� N /cn'� AT 16" O.C. i `� =M � � i r T VJ `, I I � I i i i HVAC STORAGE � °° � °� � `-''' � � M I O I I I I � � �° cn m °° sa CO ' M _ I � � I I I HEAT RECOVERY r I O I I SLAB ON GRADE I I VENTLATION SYSTEM "Rv � � j 4" CONC SLAB WITH 6 X 6 #10 W.W.M. � � _ � 2668 M rt- - - - - -- � `v I I OVER 4 MIL V.B. OVER 4" GRAN. FILL I I � N '-3 1/2' 3'-1" 2'-7" 1'-6 3/ 11'-11 3/8" � I SLOPE 4" TO O.H. DOOR i i CRAWL SPACE ; , I I � I I STORAGE H NDRAI / R 11 IRC A I I I 9.5" TJI 110 FLOOR JOISTS � � _`� 9.5" TJI 110 F.J. 9.5" TJI 110 FLOOR JOISTS T .T. 2 8 D.J. � I � I I I I I I I AT 16" O.C. AT 16" O.C. AT 16" O.C. � AT 1 " O.C. I N I I I I I I I I I I ' °O , r I I I I I i i i i i li O = SA CO I I I I � r I I I I i i i i i li �N � i i N , �� }� I �I I i i ! REC ROOM I � I ; ; � I I I r � I I�------------------ �-----------------J I _ � I - I � I I bo , � � - � ----------------- - 6'-5" � _ I - - - - - - - - - - - - - - - - - M - r � I r _ N I L - - - - - - - - - - - - - - - J I N O I I r � KITCHENETTE T I --------------- -- � � � 10' 100 CFM � � � i I � N EX. FAN ' I r r e 0 0 � I � , I DRN BY: J. HEILMAN I MAR. 28, 2022 2668 2668 I r DATE: FILENAME: 2022-01 N O O N r�i' s�CO S�CO � M � I - - I N � 9.5" TJI 110 FLOOR JOISTS � � I r M ' M I � r � AT 16" O.C. � � r �- - - - - -- CV N C� � I � C'7 � � i T •"'J I I M T N �' � , BEDROOM 3 � � �' I� _ o , BEDROOM 2 , o _ I N � � N r 3'-9 3/4" 3'-1 1 /2" 6'-7 1 /4" 6'-7 1 /4" 3'-1 1 /2" 3'-9 3/4" T I i N III � � I 24 8 468 M 24 8 2468 T J I _ I _ � I '� 50® �' I � - I I N � N � N Q � N I � �I I� � i I � o O o � S&P � � S&P I�IJ-- - - - - — Z - - - - - - - - - - - - - - 1 _ J T - 1' 10 1/ 1' 10 1/ 1'-6" O 1 ' 10 1 / 8'-3" 1 ' 10 1 / 8'-3" 1 ' 10 1 / 8'-3" 1 ' 10 1 / 2'-6" 2'-6" 1 '-9 1 / " 12' 12' 12' 5'-8 1 /4" 4'-2" 5' 3'-3 1 /2" 4'-2" 5'-8 1 /4" O 36' 11 '-6 1 /2" 28' 12' W 87'-6 1 /2" BLD2023-0168 SHEET RESUB LOWER FLOOR PLAN Aug 17 2023 CYOEMNS 6 of 16 SCALE 1 /4" — 1' - O" D VE DE ART ENTVIC S 0 2 4 6 8 10 12 14 16 18 20 WALL TYPES LEGEND EXISTING NEW 2x4 NEW 2x6 -------------------- REMOVED REVISIONS SA CO ALIARM R314� MONXIO E R315 6/30/23 85'-6 1/2" PROVIDE COMBINATION SMOKE ALARMS/CARBON MONOXIDE ALARMS IN EACH SLEEPING ROOM AND OUTSIDE OF EACH 36' 11'-6 1/2" 28' 10' SLEEPING ROOM IN THE IMMEDIATE VICINITY OF THE BEDROOMS. ALARMS SHALL BE INSTALLED ON EACH FLOOR 5'-6" 30'-6" 5'-9 1/4" 5'-9 1/4" 12' 16' AND IN BASEMENTS. 3'-11 1 /2" 4'-3" 3'-9 1 /2" 13'-6 1 /2" '-5 1 /2' TM W C'7 CV C� O CV 00 Louvered door not required , Ventless Q � dryer will be installed as part f the energy � � credits. Energy Star rat d, ventless dryer � L() with a minimum CEF rating of 5.2. � \ \ � � = 40 50 40 50 40 46 w � �n 30-6 ®® , T w� r 3068 ®® � `_`� > N ■ � w C° 100 CFM I � � N EX. FAN ' � T �' 50 � I _ r I � o o OFFICE/GUEST T KITCHEN o ° � � �W I � � N 5'-11 1 2'-8" 2'-11� I T � r;� T� SA co U SLAB ON GRADE _ ____ $�-2�� ��3'-1" X 4" CONC SLAB WITH 6 X 6 #10 W.W.M. 2868 LOUVER D DOOR � O OVER 4 MIL V.B. OVER 4" GRAN. FILL N I FOR MA � E-UP AIR co � m SLOPE 4 TO O.H. DOOR _� L--------------J 2668 _ � GU ST M O r CL SET 1-3/8" SOLID CORE WOOD � - J I� - � O � � DOOR WITH SELF CLOSER - 00 °' � I °' � N °° � MUD ROOM � PANTRY � � `� OR IRC APPROVED 20 N N N sA CO I� � MIN. RATED METAL DOOR OO �,, I 6'-6" 2'-$" AN RAI / 311 IRC i i 3'-1" 2'-7" I � _ II _ A r------------------------� r-----------------------� CO I ii � ' O N I I I � DNI I I I � I � ii N I � � r------------------------� i---------- `_M^ - � ENTRY IC------------------JJ I T l'J _ -II ENTRY � M I I � � I I N I � I I I I I � I r I I � � I I I � UP, 3'-1" I � Q � I I , , I I � I � � � i i AN RA L / 311 IRC i � I I i i � I -- -- -- � I I � � I I -- , i� � � i i -_ � LINEN � i I N N O SA CO � - � I -- -- -- -- � __ __ __ _ r M � � N � � T= � � BATH2 � ;� -- -- -- -- � � O ' N ao r N 50 �= 2668 N LIVING ROOM ; r �_ _, - -- --�-_ r � I O 50� I � � _ M � O I I (n _ SRN BY: J. HEILMAN `�' �' N 2468 °�I � T � SATE: MAR. 28, 2022 T T T � m i O FILENAME: 2022-01 I I � I� O � O � N N ° _ CV N Z F/P � i r w i � z _, J r 4' � II I ao " = C N O � O ''' T C r � ;�; 3'-10" 3'-6 1/2" sA CO _ N O � � I � O II O I N � � I � r N N ' 50 2468 � � � I 0 � � MAIN BATH I' I m � N I �------------ �I la ; T o °p �', WALK-IN i� r Q r O � ', CLOSET ; o CC T N r-� T G = L J I r ° z ° S&P 40 20 50 20 2 2 z 2' 8' 2' 8' 2' 8' 2' 5'-6" 2'-10" 6'-0 3/4" 6'-2 3/4" 12' 12' 12' 2'-6 1 /4" 3'-3" 3'-3" 2'-6 1 /4" 8'-4" 7'-4 1 /2" 12'-3 1 /2" O 36' 11 '-6 1 /2" 28' 10' W 85'-6 1 /2" SA SMOKE BLD2023-0168 SHEET ALARM PROVIDE SMOKE ALARMS IN ALL SLEEPING ROOMS RESUB AND IN THE CORRIDOR OR AREA GIVING ACCESS TO EACH SEPERATE SLEEPING AREA. MAIN FLOOR PLAN Aug 172023 CIY FEMNS 7 of 16 ALARM HALL BE IN TALLED N EA H FL R D E o M N S R IC S AND IN BASEMENTS / R314 IRC SCALE 1/4" = 1' - 0" DEPART ENT 0 2 4 6 8 10 12 14 16 18 20 WALL TYPES LEGEND EXISTING NEW 2x4 NEW 2x6 ___________________= REMOVED FLOORS AND ROOFS ALL EXPOSED INSULATION IS TO HAVE A FLAME SPREAD RATING OF LESS THEN 25 AND A SMOKE DENSITY RATING OF LESS THAN 450. PROVIDE INSULATION BAFFLES AT EAVE VENTS BETWEEN RAFTERS. SPECIFIC MANUFACTURES AND MODEL NUMBERS SHOWN ON THE PLANS ARE INDICATIONS OF QUALITY ONLY. THE OWNER/BUILDER SHALL NOT BE PROHIBITED FROM SUBSTITUTING MATERIALS AND/OR APPLIANCES OF EQUAL QUALITY/STRENGTHS FROM NON -SPECIFIED MANUFACTURERS. THE OWNER/BUILDER SHALL NOT BE PROHIBITED FROM SUBSTITUTING MATERIALS PROVIDED THEY MEET CURRENT BLDG. CODE, AND ARE APPROVED FOR THAT SPECIFIC USE BY THE BUILDING OFFICIAL. TYP EDGE NAILING, SEE NOTES 3/8" MIN TO EDGE OF PLYWOOD SHEET &SUPPORT � ROOF TRUSS PER PLAN TYP. FIELD NAILING PER NOTES Ir-----------��-----------��----------- - ��-----------��-----------��--- - ��- II II II I II II II II II II II II II II II II II II II II � II II I� II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II I II II II II II II I II II II II II II II I I II II II II II II II II II II II II II II II II II II II II II II II II II II II -J�-----------��-----------��----------��-----------��-----------��-----------��-----------�L- -��-----------��-----------��-----------��-----------��-----------��-----------��----------�L- II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II -�r-----------yr-----------yr-----------yr-----------yr-----------yr-----------yr-- II II II II II --� �- ----y r- II II I II II II NOTE: ALL ENDS OF PLYWOOD SHEETS TO SPLICE OVER CL JOISTS OR SUPPORTING MEMBERS. PANELS LESS THAN 12" IN WIDTH SHALL BE BLOCKED AT ALL EDGES. ,TYPICAL ROOF SHEATHING � SCALE 1/2" = 1' - 0" FACE GRAIN TO BE PERPENDICULAR TO JOISTS 2x4 FLAT BLOCKING �a UNSUPPORTED PLYWOOD EDGES (PERPENDICULAR TO TRUSSES) WHERE NOTED ON PLANS OR NOTES. IN OTHER AREAS, MIN BLOCKING SPACING 8'-0" O.C. MATCH JOIST SIZE. STAGGER PLYWOOD JOINTS, SEE PLANS ---- I I ---- I I I , I ----- ----- ----- ---- ------ ----- ---- ----, I , I ------ ----- ----- ----- ------ ------ ----- ----- ----- ------ ---- ---- ----- __--- --- -__- I , I II ------ ----- � I I �� I II I I I I I I I � I I I I I I I I � � I I I I I I I I I I I I I I I I � I I II I ; , I I I I I I I I I I � � � I �' I I I I I I I I I I I I �� I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L------------------------- JLL------, I r------------------------��-lr-----,I I I I I I LJ I I I I I I I I I I I ,, I I j � � � � I I I I '--' I I j I I I I I I I I II � I I I � I I I fl II I I I I I I I L________________________J-I IL_____�I �--------------------rr----J-------� I �� I I I I II I I II II I I � I I I I II I II � I I I I I �------------------JJ � TJI ROOF RAFTERS I AT 24" O.C. y� I '� --r_--------------------------� I �� �� � I I I I I I I I I � I I I II I I � II I I I I I I I I I I I I I jT I I I I I fl I I I------------------------ I r----------------ii----- � li l I ��I I I II I I I � � I I II I I I I I I I II I I I I � I I I II I I I I �I I I I II I I I !, II II II I I I L________ I N II I I �________� I II II I I II I I I I I II I I l � I; � � �� � � I I I I ;I II ; ; � I I I � I L------,j II I I I I I I I I ,, I I I I I I I ,, I I I I; I I I I � � � � I I I I I I I I I I I I I I I I I I I I I I I I I I I I li r-------� C=------� I Ir------ ----11 I LI I I I I I Tr I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I � II II I I I I I I I I I I I I I I I I I I II II I I II II I I I I I I , II II I I , II II I I I I I I I I I I I I I I I I I I I I I II II I I I I I I I I I I---- ---- ---- ------ ------ - --- I I I I I I I I � L--- ----- ----- I I I I ----J ----- ----- --- - --- - ------ ----- ---- r---- I I I I I I I I --- I ----- ------ - ---- ROOF FRAMING /TRUSS NOTES TRUSS DRAWING IS FOR ILLUSTRATION ONLY. ALL TRUSSES SHALL BE INSTALLED &BRACED TO MANUFACTURERS DRAWINGS &SPECIFICATIONS. ALL TRUSSES SHALL CARRY MANUFACTURERS STAMP. ALL TRUSSES WILL NOT BE FIELD ALTERED WITHOUT PRIOR BUILDING DEPT. APPROVAL OF ENGINEERING CALCULATIONS. ALL TRUSSES SHALL HAVE DESIGN DETAILS &DRAWINGS ON SITE FOR FRAMING INSPECTION. ALL CONNECTIONS OF RAFTERS, JACK OR HIP TRUSSES TO MAIN GIRDER TO BE PROVIDED BY TRUSS MANUFACTURER. ALL ROOF FRAMING 24" O.C. ALL OVERHANGS 24". INSTALL POLYISOCYANURATE FOAM TYPE INSULATION AT FLOOR AND PLATE LINES, OPENINGS IN PLATES, CORNER STUD CAVITIES AND AROUND DOOR AND WINDOW ROUGH OPENING CAVITIES. ATTIC VENTILATION: REQUIRED ABOVE HOUSE. MIN. SNOW LOAD 25 LBs PER SQUARE FOOT. WALL HEADERS: (2) 2 X 10 DF 2 TYP. UNO ROOF &FLOOR TRUSS MANUFACTURER: TRUS JOIST MacMillan 3-0168 RESUB Aug 17 2023 ��� REVISIONS TM WM J N z� N a �o � �� � w� �� w� >� W N QO J \ N w T X m O a SRN Bv: J. HEILMAN SATE: MAR. 28, 2022 FILENAME: 2022-01 z Q J z Q z � H � O m � SHEET 6 8of16 2018 WASHINGTON STATE ENERGY CODE TABLE R402.1.1 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT CLIMATE ZONE 5 AND MARINE 4 FENESTRATION U-FACTOR 0.30 SKYLIGHT U-FACTOR 0.50 CEILING R-VALUE 4g WOOD FRAME WALL R-VALUE 21 int FLOOR R-VALUE 30 BELOW -GRADE WALL R-VALUE 10/15/21 int + TB SLAB R-VALUE &DEPTH 10, 2 ft WHOLE HOUSE MECHANICAL VENTILATION SYSTEM (CHECK THE BOX ADJACENT TO THE WHOLE HOUSE VENTILATION SYSTEM CHOSEN) Effective FEBRUARY 1, 2021 M1505.4 Whole -house mechanical ventilation system. Whole house mechanical ventilation systems shall be designed in accordance with Sections M1507.3.1 through M1507.3.7. M1507.3.1 System design. Each dwelling unit or guestroom shall be equipped with a ventilation system complying with Section M1507.3.4, M1507.3.5, M1507.3.6 or M1507.3.7. Compliance is also permitted to be demonstrated through compliance with the International Mechanical Code. M1507.3.2 Control and operation. 1. Location of controls. Controls for all ventilation systems shall be readily accessible by the occupant. 2. Instructions. O eratin instructions for whole -house ventilations stems shall be rovided to the occu ant b the installer of the s stem. p 9 Y p p Y Y 3. Local exhaust systems. Local exhaust systems shall be controlled by manual switches, dehumidistats, timers, or other approved means. 4. Continuous whole -house ventilation systems. Continuous whole -house ventilation systems shall operate continuously. Exhaust fans, forced -air system fans, or supply fans shall be equipped with "fan on" as override controls. Controls shall be capable of operating the ventilation system without energizing other energy -consuming appliances. A label shall be affixed to the controls that reads "Whole House Ventilation (see operating instructions)." 5. Intermittent whole -house ventilation systems. Intermittent whole -house ventilation systems shall comply with the following: 5.1. They shall be capable of operating intermittently and continuously. 5.2. They shall have controls capable of operating the exhaust fans, forced -air system fans, or supply fans without energizing other energy -consuming appliances. 5.3. The ventilation rate shall be adjusted according to the exception in Section 403.8.5.1. 5.4. The system shall be designed so that it can operate automatically based on the type of control timer installed. 5.5. The intermittent mechanical ventilation system shall operate at least one hour out of every four. 5.6. The system shall have a manual control and automatic control, such as a 24-hour clock timer. 5.7. At the time of final inspection, the automatic control shall be set to operate the whole -house fan according to the schedule used to calculate the whole -house fan sizing. 5.8. A label shall be affixed to the control that reads "Whole House Ventilation (see operating instructions)." M1507.3.2.1 Operating instructions. Installers shall provide the manufacturer's installation, operating instructions, and awhole-house ventilation system operation description. M1507.3.3 Mechanical ventilation rate. The whole -house mechanical ventilation system shall provide outdoor air to each habitable space at a continuous rate of not less than that determined in accordance with Table M1507.3.3(1). Exception: The whole -house mechanical ventilation system is permitted to operate intermittently where the system has controls that enable operation for not less than 25 percent of each 4-hour segment and the ventilation rate prescribed in Table M1507.3.3(1) is multiplied by the factor determined in accordance with Table M1507.3.3(2). ® WHOLE -HOUSE VENTILATION USING EXHAUST FANS M1507.3.4 Whole -house ventilation using exhaust fans. This section establishes minimum prescriptive requirements for whole -house ventilation systems using exhaust fans. A system which meets all the requirements of this section shall be deemed to satisfy the requirements for awhole-house ventilation system. M1507.3.4.1 Whole -house ventilation fans. Exhaust fans providing whole -house ventilation shall have a flow rating at 0.25 inches water gauge as specified in Table M1507.3.3(1). Manufacturers' fan flow ratings shall be determined according to HVI 916 or AMCA 210. M1507.3.4.2 Fan noise. Whole -house fans located 4 feet or less from the interior grille shall have a sone rating of 1.0 or less measured at 0.1 inches water gauge. Manufacturer's noise ratings shall be determined as per HVI 915 (March 2009). Remotely mounted fans shall be acoustically isolated from the structural elements of the building and from attached duct work using insulated flexible duct or other approved material. M1507.3.4.3 Fan controls. The whole -house ventilation fan shall meet the requirements of Section M 1507.3.2 and M 1507.3.2.1. M1507.3.4.4 Outdoor air inlets. Outdoor air shall be distributed to each habitable space by individual outdoor air inlets. Where outdoor air supplies are separated from exhaust points by doors, provisions shall be made to ensure air flow by installation of distribution ducts, undercutting doors, installation of grilles, transoms, or similar means. Doors shall be undercut to a minimum of 1/2 inch above the surface of the finish floor covering. Individual room outdoor air inlets shall: 1. Have controllable and secure openings; 2. Be sleeved or otherwise designed so as not to compromise the thermal properties of the wall or window in which they are placed; 3. Provide not less than 4 square inches of net free area of opening for each habitable space. Any inlet or combination of inlets which provide 10 cfm at 10 Pascals are deemed equivalent to 4 square inches net free area. Inlets shall be screened or otherwise protected from entry by leaves or other material. Outdoor air inlets shall be located so as not to take air from the following areas: 1. Closer than 10 feet from an appliance vent outlet, unless such vent outlet is 3 feet above the outdoor air inlet. 2. Where it will pick up objectionable odors, fumes or flammable vapors. 3. A hazardous or unsanitary location. 4. A room or space having any fuel -burning appliances therein. 5. Closer than 10 feet from a vent opening of a plumbing drainage system unless the vent opening is at least 3 feet above the air inlet. 6. Attic, crawl spaces, or garages. WHOLE -HOUSE VENTILATION INTEGRATED WITH AFORCED-AIR SYSTEM M1507.3.5 Whole -house ventilation integrated with aforced-air system. This section establishes minimum prescriptive requirements for whole -house ventilation systems integrated with forced -air ventilation systems. A system which meets all the requirements of this section shall be deemed to satisfy the requirements for awhole-house ventilation system. M1507.3.5.1 Integrated whole -house ventilation systems. Integrated whole -house ventilation systems shall provide outdoor air at the rate calculated using Section M1507.3.3. Integrated forced -air ventilation systems shall distribute outdoor air to each habitable space through the forced -air system ducts. Integrated forced -air ventilation systems shall have an outdoor air inlet duct connecting a terminal element on the outside of the building to the return air plenum of the forced -air system, at a point within 4 feet upstream of the air handler. The outdoor air inlet duct connection to the return air stream shall be located upstream of the forced -air system blower and shall not be connected directly into a furnace cabinet to prevent thermal shock to the heat exchanger. The system will be equipped with a motorized damper connected to the automatic ventilation control as specified in Section M1507.3.2. The required flow rate shall be verified by field testing with a flow hood or a flow measuring station. M1507.3.5.2 Ventilation duct insulation. All supply ducts in the conditioned space shall be insulated to a minimum of R-4 M1507.3.5.3 Outdoor air inlets. Inlets shall be screened or otherwise protected from entry by leaves or other material. Outdoor air inlets shall be located so as not to take air from the following areas: 1. Closer than 10 feet from an appliance vent outlet, unless such vent outlet is 3 feet above the outdoor air inlet. 2. Where it will pick up objectionable odors, fumes or flammable vapors. 3. A hazardous or unsanitary location. 4. A room or space having any fuel -burning appliances therein. 5. Closer than 10 feet from a vent opening of a plumbing drainage system unless the vent opening is at least 3 feet above the air inlet. 6. Attic, crawl spaces, or garages. WHOLE -HOUSE VENTILATION USING A SUPPLY FAN M1507.3.6 Whole -house ventilation using a supply fan. This section establishes minimum prescriptive requirements for whole -house ventilation systems using an inline supply fan. A system which meets all the requirements of this section shall be deemed to satisfy the requirements for a whole -house ventilation system. M1507.3.6.1 Outdoor air. Supply fan ventilation systems shall distribute outdoor air to each habitable space through the forced -air system ducts or through dedicated ducts to each habitable space. Supply fans shall have the capacity to provide the amount of outdoor air specified in Table M1507.3.3(1) at 0.40 inches water gauge as per HVI 916. The outdoor air must be filtered before it is delivered to habitable spaces. The filter may be located at the intake device, in line with the fan, or, in the case of a connection to the return plenum of the air handler, using the furnace filter. An outdoor air inlet shall be connected to either the supply or return air stream. M1507.3.6.2 Ducts. An outdoor air inlet duct connection to the supply air stream shall be located downstream of the forced -air system blower. An outdoor air inlet duct connection to the return air stream shall be located at least 4 feet upstream of the forced -air system blower and its filter. Neither type of duct shall be connected directly into a furnace cabinet to prevent thermal shock to the heat exchanger. The outdoor air inlet duct shall be prescriptively sized in accordance with Table M1507.3.6.2. The terminal element on the outside of the building shall be sized 2 inches in diameter larger than the outdoor air inlet duct. TABLE M1507.3.6.2 PRESCRIPTIVE SUPPLY FAN DUCT SIZING Supply Fan Tested CFM at 0.40" w.g. SPECIFIED MINIMUM MINIMUM VALUE FROM SMOOTH DUCT FLEXIBLE DUCT TABLE DIAMETER DIAMETER M1507.3.3(1) 50-90 cfm 4 inch 5 inch 90-150 cfm 5 inch 6 inch 150-120 cfm 6 inch 7 inch 250-400 cfm 7 inch 8 inch M1507.3.6.3 Dampers. The system shall be equipped with aback -draft damper and one of the following: 1. A calibrated manual volume damper installed and set to meet the measured flow rates specified in Table M1507.3.3(1) by field testing with a pressure gauge and/or following manufacturer's installation instructions; or 2. A manual volume damper installed and set to meet the measured flow rates specified in Table M1507.3.3 1 b field testin with a flow hood or a flow measurin station• or () Y 9 9 3. An automatic flow -regulating device sized to the specified flow rates in Table M1507.3.3(1) which provides constant flow over a pressure range of 0.20 to 0.60 inches water gauge. M1507.3.6.4 Ventilation duct insulation. All supply ducts in the conditioned space shall be insulated to a minimum of R-4 M1507.3.6.5 Outdoor air inlets. Inlets shall be screened or otherwise protected from entry by leaves or other material. Outdoor air inlets shall be located so as not to take air from the following areas: 1. Closer than 10 feet from an appliance vent outlet, unless such vent outlet is 3 feet above the outdoor air inlet. 2. Where it will pick up objectionable odors, fumes or flammable vapors. 3. A hazardous or unsanitary location. 4. A room or space having any fuel -burning appliances therein. 5. Closer than 10 feet from a vent opening of a plumbing drainage system unless the vent opening is at least 3 feet above the air inlet. 6. Attic, crawl spaces, or garages. WHOLE -HOUSE VENTILATION USING A HEAT RECOVERY VENTILATION SYSTEM M1507.3.7 Whole -house ventilation using a heat recovery ventilation system. This section establishes minimum prescriptive requirements for whole -house ventilation using a heat recovery ventilation system. M1507.3.7.1 Heat recovery ventilation systems. All duct work in heat recovery systems shall be sized and installed per the manufacturer's instructions. System minimum flow rating shall be not less than that specified in Table M1507.3.3(1). Heat recovery ventilation systems shall have a filter on the upstream side of the heat exchanger in both the intake and exhaust airstreams with a minimum efficiency rating value (MERV) of 6. M1507.3.7.2 Ventilation duct insulation. All supply ducts in the conditioned space installed upstream of the heat exchanger shall be insulated to a minimum of R-4. M1507.3.7.3 Outdoor air inlets. Inlets shall be screened or otherwise protected from entry by leaves or other material. Outdoor air inlets shall be located so as not to take air from the following areas: 1. Closer than 10 feet from an appliance vent outlet, unless such vent outlet is 3 feet above the outdoor air inlet. 2. Where it will pick up objectionable odors, fumes or flammable vapors. 3. A hazardous or unsanitary location. 4. A room or space having any fuel -burning appliances therein. 5. Closer than 10 feet from a vent opening of a plumbing drainage system unless the vent opening is at least 3 feet above the air inlet. 6. Attic, crawl spaces, or garages. TABLE M1507.3.3(1) CONTINUOUS WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM AIRFLOW RATE REQUIREMENTS DWELLING UNIT NUMBER OF BEDROOMS FLOOR AREA 0-1 2-3 4-5 6-7 >7 (square feet) < 1,500 30 45 60 75 90 1,501-3,000 45 60 75 90 105 3,001-4,500 - 1 60 75 90 105 120 4,501-6,000 75 90 105 120 135 6,001-7,500 90 105 120 135 150 > 7,501 105 120 135 150 165 For SI: 1 square foot = 0.029m , 1 cubic foot �3er minute = 0.0004719m/s s TABLE M1507.3.3(2) INTERMITTENT WHOLE -HOUSE MECHANICAL VENTILATION RATE FACTORS a,b RUN-TIME PERCENTAGE IN EACH4-HOUR SEGMENT 2j% 33% 50% 66% 75% 100% FACTOR a 4 3 2 1.5 1.3 1.3 a. For ventilation system run time values between those given, the factors are permitted to be determined by interpolation. b. Extrapolation beyond the table is prohibited. ADDITIONAL ENERGY EFFICIENCY CREDITS R406.3 ADDITIONAL ENERGY REQUIREMENTS MEDIUM DWELLING UNIT:......................................................................................................6.0 ALL DWELLING UNITS THAT ARE NOT INCLUDED IN #1, #3 OR #4. CREDITS) REQUIRED = 6.0 CREDITS PROVIDED = 6.0 FUEL NORMALIZATION CREDITS FROM TABLE 406.2 SYSTEM DESCRIPTION CREDITS TYPE 2 I HEAT PUMP ENERGY CREDITS FROM TABLE 406.3 OPTION DESCRIPTION EFFICIENT BUILDING ENVELOPE 1.2 Prescriptive compliance is based on Table R402.1.1 with the following modifications: Vertical fenestration U = 0.20 AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION 2.3 COMPLIANCE BASED ON R402.1.2: REDUCE THE TESTED AIR LEAKAGE TO 1.5 AIR CHANGES PER HOUR AT 50 PASCALS AND ALL WHOLE HOUSE VENTILATION REQUIREMENTS AS DETERMINED BY SECTION M1507.3 OF THE IRC SHALL BE MET WITH A HEAT RECOVERY VENTILATION SYSTEM WITH A MINIMU SENSIBLE HEAT RECOVERY EFFICIENCY OF 0.75. 1.0 CREDITS 1.0 1.5 3.5 � AIR -SOURCE, CENTRALLY DUCTED HEAT PUMP WITH A MINIMUM HSPF OF 11.0 � 1.5 ELECTRIC HEAT PUMP WATER HEATER MEETING STANDARDS FOR TIER I OF NEEA'S 5.4 ADVANCED WATER HEATING SPECIFICATION 1.5 ALL OF THE FOLLOWING APPLIANCES SHALL BE NEW AND INSTALLED IN THE DWELLING UNIT AND SHALL MEET THE FOLLOWING STANDARDS: 7.1 DISHWASHER -ENERGY STAR RATED REFRIGERATOR -ENERGY STAR RATED WASHING MACHINE -ENERGY STAR RATED DRYER -ENERGY STAR RATED, VENTLESS DRYER WITH A MINIMUM CEF RATING OF 5.2. 0.5 CREDITS) REQUIRED = 6.0 CREDITS PROVIDED = 6.0 BLD2023-0168 RESUB Aug 17 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT REVISIONS 6/30/23 T M N z� N Q> � C~O Lf') W� � M W �� W N DO J M w ` N� vX �m 0 DRN BY: J. HEILMAN DATE: MAR. 28, 2022 FILENAME: 21-02-01 Z Q W Z � O� zQ� � J (j O � oC J Z W O W Z m > W SHEET 7 9of16 LEGEND ABBREV. DESCRIPTION T.P. TOP PLATE F.F. FINISHED FLOOR T.O.C. TOP OF CONCRETE R-21 INSUL FACE STAPLED 2 x 6 H.F. #2 STUDS C� 16" O.C. ROOF SLOPE PER SECTION REVISIONS OR PROVIDE 4 MIL V.B. HOLD INSULATION DOWN MIN. 1" FROM ROOF SUBFLOOR: TO BE 3/4" C.D. INTERIOR HEATED SPACE 2 x 6 H.F. #2 STUDS Qa 16" O.C. SHEATHING FOR VENTILATION APA T&G W/EXTERIOR GLUE�� 2 X CONTINUOUS RIM JOIST R-21 INSUL FACE STAPLED ROOF ASSEMBLY PER BUILDING SPECIFICATIONS OR PROVIDE 4 MIL V.B. PRESSURE TREATED SILL PLATE W/ 1/2" O A.B. ROOF FRAMING PER STRUCTURAL DRAWINGS PRESSURE TREATED SILL PLATE W/ 1/2" QJ A.B. �a 48" O.C. 7" MIN EMBED., MIN. 2 EACH MIN 3-1/2" CONC SLAB O/4 MIL � 48" O.C. 7" MIN EMBED., MIN. 2 EACH �'IECE AND WITHIN 12" OF EA END OF EA PIECE PROVIDE NOTCHING AT BLOCKING AT EACH BAY FOR PIECE AND WITHIN 12 OF EA END OF EA PIECE VAPOR BARRIER O/COMPACTED FILL 3" x 3" x 1/4" PLATE WASHER O/ALL A.B.'S ROOF VENTING. SIZE AND NUMBER OF NOTCHES PER R-38 INSULA a a ROOF PLAN. 'I MAINTAIN MIN 18" CLEAR CRAWL SPACE � � ao a I � � a 'i ° � �� � � 00 22 GA FASCIA TO MATCH ROOF COLOR 6 MIL BLACK VAPOR BARRIER FINISHED GRADE FINISHED GRADE � SOLID BLOCKING PER STRUCTURAL DRAWINGS T � LAP EDGES 12" � x � R-10 RIGID INSUL IN CONDITIONED � x � z Q � � SPACES WHERE SLAB IS WITHIN 24" � z Q � N � � OF THE FINISHED GRADE � � ATTACH SHEET METAL FASCIA TO BOTTOM OF WOOD op � i Q ap � BLOCKING REBAR REQUIREMENTS : T �, #4 IN FOOTING ' � r r, REBAR REQUIREMENTS : PROVIDE CONTINUOUS 4" MIN. SLOT AT SOFFIT O N �2 • . oo 1; #4 REBAR AT BOT OF WALL (2) #4 IN FOOTING � � � ADJACENT TO FASCIA. PROVIDE BLACK () #14 VERT R/R CAST 240PO OF WALL (1) #4 REBAR AT BOT OF WALL (1) #4 REBAR AT TOP OF WALL CORROSION -RESISTANT BUG SCREEN. EXTERIOR � REINF STEEL TO BE ASTM A-615 GRADE 40 4" 8" 4" #4 VERT. R/F �a 24" O.C. REINF STEEL TO BE ASTM SOFFIT TYPE AND FINISH PER OWNER Q 0� A-615 GRADE 40 3" 6" 3" INTERIOR 2X FRAMING PER STRUCTURAL, 1 INSULATION PER BUILDING SECTIONS \ I \ ���1J1 � � SIDING SIDING PER SECTIONS AND OWNER. �.�..� �� �.\..� �� WN 1 2-STORY FDN 4 TYP ICAL BASEMENT FOUNDATION 7 EAVE DETAIL HIGH r� � SCALE 1" = 1' - 0" 00 J SCALE 1 = 1 - 0 FDNDTL02 „ SCALE 1 = 1 - 0 FDNDTL04 � w N� UT X OPEN GUARDRAILS SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL PATTERN SUCH THAT A SPHERE 4" O IN DIAMETER MAY NOT PASS THRUOGH / R312 IRC SEE TYPICAL WALL SECTION FOR CONSTRUCTION � m 2 x 4 H.F. #2 STUDS �a 16" O.C. O FLOOR JOISTS 1/2" G.W.B. � PER PLAN FOUNDATION WALL AND FOOTING PER STRUCTURAL DRAWINGS MIN 3-1/2" CONC SLAB O/4 MIL PRESSURE TREATED SILL PLATE W/ 1/2" Q A.B. APPLY WATER -PROOF CAOATING AT 1-1/4" TO 2" DIAMETER HANDRAIL UP VAPOR BARRIER O/COMPACTED FILL (c� 48" D.C. 7" MIN EMBED. MIN. 2 EACH SLOPE 1/8" PER FOOT TO O.H. �EA FOUNDATION WALL THAT ENCLOSES 34" MIN., 38" MAX. ABOVE TREAD NIECE AND WITHIN 12" OF END OF EA PIECE DOOR IF IN GARAGE INTERIOR SPACES & FLRS BELOW NOSING. RETURN ENDS / R311.7.8 IRC GRADE PER IRC R402 HANDRAIL TO BE CONTINUOUS FOR THE - � ENTIRE LENGTH OF THE RUN °p a a � � ° ° : a � � a � .. © �� ° � ° ° � � ° a. � a ° �� A RIGID DRAIN MAT � Q � � � � a. � ..°tl Q FLOOR JOISTS 10'EM N � PER PLAN � w � � � ° 7" MIN. � � ..� °: 8" GRAVEL AROUND FOOTING DRAIN �,° ° FILTER FABRIC WRAP. z O . RISER — WRAP ALL SIDES W/FABRIC .,:.a 7-3/4 MAX z p (2) #4 REBAR CONTINUOUS 15 MIN. °. � ° ° 5/8" TYPE 'X' GWB ON � Q °C WALLS AND CEILING AT AT BOTTOM OF SPREAD FTG . °a �� °. . 4 DIA. PERFORATED PVC PIPE . ° � USEABLE SPACE UNDER STAIRS z Q � . ° a:. WDRAPPED IN NON-DWOVEN FILTER � ° ° � = FABRIC OR SIM. SLOPED A MIN. OF .5% TO DRAIN. REFER TO SECTION AND FIREBLOCK AT EACH STUD SPACE ALONG _ SITE PLAN FOR DRAINAGE INFO. STRINGERS AND AT MID -RUN / R302.11 IRC J. HEILMAN 2 x 4 THRUST BLOCK DRN BY: DATE: MAR. 28, 2022 FILENAME: 2022-01 2 STAIR DETAIL 5 INTERIOR SPREAD FOOTING 8 FOOTING DRAIN DETAIL ,. , „ SCALE 1 = 1 - 0 FDNDTL07 NOT TO SCALE STRDTL01 ,. , „ SCALE 1 = 1 - 0 ROOF SLOPE PER SECTION ROOF FRAMING PER STRUCTURAL DRAWINGS �� ROOF ASSEMBLY PER BUILDING SPECIFICATIONS 9-1/2" TJI 110 Qa 16" O.C. 5/8" TYPE 'X' GWB ON ALL WARM 2 x 6 H.F. #2 STUDS �a 16" O.C. HOLD INSULATION DOWN MIN. 1" FROM ROOF WALLS AND CEILING. WRAP POSTS �� SHEATHING FOR VENTILATION ° AND BEAMS WHEN SUPPORTING A LIVING SPACE OVER GARAGE PROVIDE NOTCHING AT BLOCKING AT EACH BAY FOR °� CONC. BSMNT WALL PER STRUCTURAL MIN 3-1/2" CONC SLAB O/4 MIL PRESSURE TREATED SILL PLATE W/ 1/2" Q� A.B. @ 48" O.C. 7" MIN EMBED., MIN. 2 EACH ROOF VENTING. SIZE AND NUMBER OF NOTCHES PER a°. °.. VAPOR BARRIER O/COMPACTED FILL PIECE AND WITHIN 12 OF EA END OF EA PIECE ROOF PLAN. TYPICAL INTERIOR PARTITION; SLOPE MIN 1/8" PER FOOT TO OVERHEAD DOOR 2" x 2" x 3/16" PLATE WASHER O/ALL A.B.'S PROPER FLASHING &DRIP EDGE AT ROOF AND "a. � FIREBLOCKING AT 1 O' - 0" O.C. 2x4 OR 2x6 H.F. #2 STUDS �a 16" O.C., � FASCIA. � HORIZONTAL &VERTICAL °. •i °0 GUTTER TYPE AND FINISH PER OWNER. °�� 2" GWB ON BOTH SIDES °.� ° CONTINUOUS R-5 RIGID INSULATION ° a a �° FINISHED GRADE BETWEEN FRAMING AND CONC. WALL DOUBLE TOP PLATE, LAP SPLICES 24" a ° � SOLID BLOCKING PER STRUCTURAL DRAWINGS a i X ' z Q REBAR REQUIREMENTS : — � 2 #4 IN FOOTING �; � 22 GA FASCIA TO MATCH ROOF COLOR "� ° PRESSURE TREATED BOTTOM PLATE W/SHOT SET ANCHORS • O 1 #4 REBAR AT BOT OF WALL JOIST CONNECTION � a 2 x 4 H.F. #2 STUDS AT 16" O.C. iQ. � � 1 #4 REBAR AT TOP OF WALL � r � ATTACH SHEET METAL FASCIA TO BOTTOM OF WOOD PER STRUCTURAL DETAILS . ° WITH R-13 BAIT INSULATION. VERT. R/F �a 24" O.C. � c� REINF STEEL TO BE ASTM � BLOCKING °.° THERMAL BREAK O A-615 GRADE 40 00 PROVIDE CONTINUOUS 4" MIN. SLOT AT SOFFIT ADJACENT TO FASCIA. PROVIDE BLACK EXTERIOR INTERIOR �°"� � 4" (MIN.) CONC SLAB CORROSION -RESISTANT BUG SCREEN. a GARAGE 4' $�� 4 � SOFFIT TYPE AND FINISH PER OWNER ° � s � , ; .. .° °. ;: ". �^ � e : ` ,�: �. ; �° � ' ° ° ° 2X FRAMING PER STRUCTURAL, ° ° °� '° BLD2023-0168 a <� :. SHEET INSULATION PER BUILDING SECTIONS SIDING SIDING PER SECTIONS AND OWNER. RESUB FDN GARAGE EVE DETAIL LOW Au 17 2023 BELOW GRADE WALLS IN COND. SPAE� °M DONDCES 3 6 5 11 of 16 ., ,„ SCALE 1= 1- 0 FDNDTL03 ,„ SCALE 1= 1- 0 ,. ,„ SCALE 1= 1- 0 REVISIONS HEATED SPACE R-21 INSUL FACE STAPLED OR PROVIDE 4 MIL V.B. _ I PT 2X2 NAILING STRIP AT PERIMETER OF S.O.G. MIN 3-1/2" CONC SLAB O/4 MIL VAPOR BARRIER O/COMPACTED FILL R-10 RIGID INSUL IN CONDITIONED SPACES WHERE SLAB IS WITHIN 24" OF THE FINISHED GRADE REBAR REQUIREMENTS (2) #4 IN FOOTING (1) #4 REBAR AT BOT OF WALL (1) #4 REBAR AT TOP OF WALL #4 VERT. R/F Qa 24" O.C. REINF STEEL TO BE ASTM A-615 GRADE 40 3" 6" 3" 2 x 6 H.F. #2 STUDS �a 16" O.C. PRESSURE TREATED SILL PLATE W/ 1/2" QS A.B. 48" O.C. 7" MIN EMBED., MIN. 2 EACH PIECE AND WITHIN 12" OF EA END OF EA PIECE 3" x 3" x 1/4" PLATE WASHER O/ALL A.B.'S _ z � � FINISHED GRADE .. �X Q -�, TYPICAL FOUNDATION ��� SCALE 1" = 1' - 0" FDNDTL02 R-21 INSUL FACE STAPLED OR PROVIDE 4 MIL V.B. 2 x 6 H.F. #2 STUDS �a 16" O.C. 1/2" GWB PRESSURE TREATED SILL PLATE W/ 1/2" QS A.B. @ 48" O.C. 7" MIN EMBED., MIN. 2 EACH PIECE AND WITHIN 12" OF EA END OF EA PIECE 3" x 3" x 1/4" PLATE WASHER O/ALL A.B.'S REBAR REQUIREMENTS (2) #4 IN FOOTING (1) #4 REBAR AT TOP OF FDN #4 VERT. R/F Qa 24" O.C. REINF STEEL TO BE ASTM A-615 GRADE 40 �� I. Q I I d � 12" z � � FINISHED GRADE HOOK #4 VERT. BAR PER R403.1.3.2 IRC 3" MIN. COVER/R304.1.3.5.3 PROVIDE 2" MIN. EDGE DISTANCE AND ROW SPACING HDU2-SDS2.5 �a EACH END OF EACH DECK (TYP) SOLID BLOCKING ON BOTH SIDES OF TJI PER MANUF. RIM JOIST PER PLAN 1-1/4" MIN. WIDTH 2x HF #2 LEDGER PER PLAN (DEPTH TO MATCH JOISTS) 1 /4" DIA. x 4-1 /2" LAG SCREWS �a 12" O.C. TO RIM JOIST (STAGGERED) NOTE: IF DECK IS LESS THAN 30" FROM GRADE, HDU2 NOT NEEDED 2x8 H.F. #2 PT AND LUS26 HANGER ,TYPICAL LEDGER CONNECTION � SCALE 1" = 1' - 0" FDNDTL07 2 ,TYPICAL FOUNDATION — s�A�E , _ , o Fo�o.�03 ',5 1/2" G.W. 2 x 4 H.F. #2 STUDS Qa 16" O.C. MIN 3-1/2" CONC SLAB O/4 MIL PRESSURE TREATED SILL PLATE W/ 1/2" O A.B. VAPOR BARRIER O/COMPACTED FILL (c� 48" O.C. 7" MIN EMBED., MIN. 2 EACH SLOPE 1/8" PER FOOT TO O.H. NIECE AND WITHIN 12" OF EA END OF EA PIECE DOOR IF IN GARAGE 3" x 3" x 1/4" PLATE WASHER O/ALL A.B.'S a o a a a a s c a�a. a s �. a d 4. 15" O O O O COAT O O O O O HOOKS FRONT VIEW SIDE VIEW R-38 INSUL 5/8" C (2)2X6 T LAP SPLIC 4x8 D.F.a UNLESS � JOISTS 4" MIN. COf REBAR REQUIREMENTS : ' (2) #4 IN FOOTING (1) #4 REBAR AT BOT OF WALL (1) #4 REBAR AT TOP OF WALL #4 VERT. R/F C� 24" O.C. REINF STEEL TO BE ASTM A-615 GRADE 40 SEE FOUNDATION DETAIL FOR DIM'S OF FOOTING FOOTINGS TO REST ON UNDISTURBED SOIL NOT LESS THAN 18" BELOW THE FINISHED GRADE ASSUMED SOIL BEARING = 2000 PSF CONC TO BE 5 SACK F'c = 2000PS1 �a 28 DAYS STANDING SEAM METAL ROOF INSTALL PER MANUFACTURERS SPPECIFICATIONS ON � SHT'G OR 7/16" OSB W/8d ., 12" O.C. INTERMEDIATE COMP. SHINGLES ON 15# FELT ON � SHT'G OR 7/16" OSB W/8d ., 12" O.C. INTERMEDIATE AR AIR SPACE OVER INSULATION CCX PLYW'D SHT'G �a OVERHANGS 26 GAUGE METAL GUTTER O/1 x 6 ROUGH SAWN CEDAR FASCIAS �-10 RIGID INSULATION JG PER ELEVATION ON 15# FELT CDX PLYWOOD SHT'G OR OSB NAIL PER 6" O.C. Qa EDGES, & 12" O.C. �E FEILD W/8d NAILS TO MEET SHEAR SING REQUIREMENTS BASE PLATE W/16d NAILS �a 16" O.C. TIMBERSTRAND LSL RIM JOIST (TYPICAL) i H.F. #2 STUDS 16" O.C. 1000 (1150 REPE ) SSURE TREATED SILL PLATE W/ 1/2" QS A.B. 8" O.C. 7" MIN EMBED., MIN. 2 EACH ;E AND WITHIN 12" OF EA END OF EA PIECE )F DRAIN - 4" TIGHTLINE SEPERATE IM FOOTING DRAIN FINISHED GRADE PERFORATED FOOTING DRAIN _VASHED GRAVEL. CONNECT FTG DRAIN TO APPROVED DISCHARGE MIN FLUID EQUIVALENT PRESSURE = 30 PCF PER SECT 1609.2 OR PER ENGINEERED SOILS REPORT MIN REBAR COVERAGE 3" CLEAR �a BOTTOM OF FTGS 1 1/2" CLEAR @OUTSIDE OF WALL 3/4" CLEAR �a INSIDE OF WALL TYP. BUILDING SECTION SCALE 1/2" = 1' - 0" TM W M ^ N v� o zN �� Q� � �� � w� � �� w� >� W N DOJ �"� W ` N� v X �m 0 SRN BY: J. HEILMAN SATE: MAR. 28, 2022 FILENAME: 2022-01 J Q W z p O � J m BLD2023-0168 I S H E ET RESUB Aug 17 2023 INTERIOR SPREAD FOOTING COAT C U B B Y CITY OF EDMONDS DEVELOPMENT SERVICES 12 o f 16 DEPARTMENT „ .„ 6 SCALE 1 = 1 - 0 FDNDTL07 NOT TO SCALE REVISIONS 1"AIRSPACE HARDBOARD SIDING 3/4" T&G PLYWOOD 2x2 SEALED LEDGER SUBFLOOR-GLUE &NAIL 3/4" T&G PLYWOOD RIM JOIST MASONRY VENEER TO JOISTS FLOOR JOISTS 1 /2" EXPANSION 3/4" T&G PLYWOOD W/ WEEP HOLES @ 24" O.C. R-21MIN.) INSUL. AT PERIMETER (SEE FRAMING PLAN) JOINT MAT'L SUBFLOOR-GLUE &NAIL GALV. WALL TIES AT 16" TO JOISTS O.C. HORIZ. INTO STUDS � � FLOOR JOISTS HEIGHT CHANGE 1/2" DIA x 10" AN H R AND 16" O.C. VERT. � (SEE FRAMING PLAN) SLOPE GRADE AWAY FROM BOLTS AT 4'-0" O.C. RIM JOIST ® FOUNDATION 8" IN 4" CONC. SLAB W/ EMBEDDED MIN. 7" 4" MASONRY LEDGE ® FIRST 8'-0" (TYP.) 6X6 10/10 WWM R-21(MIN.) INSUL. SLOPE GRADE AWAY FROM I � - z a • � PITCH SLAB AT PERIMETER FOUNDATION 8" IN � 1/8" PER FT � FLOOR JOISTS FIRST 8'-0" (TYP) I SHIM MATERIAL a � � - - -- � � - - - - - 2x8 TREATED SILL PLATE 6" MIN. °a � d 2X6 TREATED SILL PLATE SHALL BE NON- � W/SILL SEALER W/SILL SEALER COMPRESSIVE & BEAM (SEE FRAMING PLANS) ° . — ° . ° ° 1/2" DIA x 10" . � � ° z J ROT RESISTANT � � � ° II � I•I = d ° — •'I I I.& =IIIIIII .. ANCHOR BOLTS I � � � I . ? c~i� o I c � � � � _ _ AT 4'-0" O.C. 4„ EMBEDDED MIN. 7" 10" ° 6„ �' � z O p - � � L` � z a�{ I � I � � I ` 12"x12" CONC. PIER W/ a z I.�I - ° °I I � 4 � � � 6 POURED CONCRETE r • POURED CONCRETE � Q a N � c� p � 9 ° a z a" I I (2) #5 BARS VERTICAL POURED CONCRETE WALL W/ #5 REBARS VERT. • 4 � I � N 10" ° I I WALL W/ #5 REBARS VERT. AT 4'-0" O.C. REBARS � ° • ��° � ° WALL W/ #5 REBARS VERT. � � Y � r TIED TO FOOTING AT 4'-0" O.C. & #5 REBARS � a � � � ° d & #5 HORIZ. AT 18" O.C. (MAX) (�� �� AT 4'-0" O.C. & #5 REBARS � w ° HORZ. AT 18" O.C. (MAX) ° � �°.� � ° _ � � HORIZ. AT 18" O.C. (MAX) � x m U I - . °O ° 1/2" EXPANSION JOINT MAT'L L� DAMPPROOFING PER ° 4"GRANULAR FILL p � � a I . d I 4"GRANULAR FILL #5 REBAR DOWELS AT 4'-0" O.C. I. ° 4" POURED CONC. SLAB W/ O CV BUILDING CODE I I� � TOP OF FILL ° o TOP OF FILL .� a � � � 1'-6" I 6x6 10/10 WWM OVER 6 MIL POLY VAPOR BARRIER OVER 00 REQUIREMENTS d � o 1 I _ _ _ _ �.� —IIIIIIII-IIIIIII . I � IIIIIII-IIIIIIII— POURED CONC. FOOTING o O � Iap � 4" GRANULAR FILL d7 .. .� .IIIIIII- • _ 6 MIL POLY I I —I I VAPOR BARRIER � I 6 MIL POLY VAPOR BARRIER —IIIIIIII— 14 —IIIIIIII W/ 2x4 KEYWAY AT C AND (2) #5 REBARS L o 0 o i I � �- -�T - - - _ � o � Id � �o �, � � ° COMPACTED FILL � POURED CONC. FOOTING L ° ° . � ° : n COMPACTED FILL � I ? � � �. d. I CONTINUOUS � v ° ' ��� POURED CONC. FOOTING W/ 2x4 KEYWAY AT C 4 �. AND (2) #5 REBARS .� ° CONTINUOUS � � . � d� #5 REBAR DOWELS T iv °� � ° ° � � � a ° � - � - 2'-8"x2'-8"x1'-0" CONC. PAD W/ (3) #5 BARS EA. WAY COMPACTED FILL _ o O � � � — � _ � _— o o ° • ° � � a •- =IIIIIIII— W/ 2x4 KEYWAY AT C L � AND (2) #5 REBARS r � � �, . a ° AT 4'-0" O.C. - � -.-�- . � - - -.- v DAMPROOFING o o d � a' . a —= CONTINUOUS o� °. ° � � .d. � � PER BUILDING — ° � � d� � I = W � CODE REQUIREMENTS UNDISTURBED � M 2'-�° C O N C PIER DETAIL i..i--i —� D D 4" DIA. PERF. DRAIN AT PERIMETER OF FOUNDATION. 2'-0�� SOIL OR WELL L� SCALE: 3/4" = 1'-0" VERIFY DESIGN W/ LOCAL BLDG OFFICIALS COMPACTED FILL w CV #5 REBAR DOWELS AT4'-0"O.C. CRAWLSPACE W/ MASONRY LEDGE BASEMENT FOUNDATION WALL AT PORCH or0 J AA G G SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" N r O W O 1/2" DIA x 1 0" ANCHOR BOLT CURB BEYOND AT 4'-0" O.C. EMBEDDED PER LOCAL CODE 1"x12" RAIN LEDGE 1/2" EXPANSION SLOPE TO FRONT JOINT MAT'L 4" CONC. SLAB W/ STEEL COLUMN 6x6 10/10 W.W.M. (CONFIRM SIZE W/ 6 MIL POLY VAPOR � � ENGINEER) BARRIER � � � ° 4" CONC. SLAB W/ �, III ° � °. � �� � 4" CONCRETE SLAB W/ 6X6 10/10 WWM � ° . ° e 6x6 10/10 WWM BRICK VENEER _PITCH SLAB � 1/4" PER FT � � ���.�° - � - - - ° � � � o � q' . � � .� d .° �°° 8 MIL. POLY VAPOR BARRIER GALV. WALL TIES AT 16" � - �°- � - ;a - -� - - - - - � d I �. ° ° o ° o � y ' � °.�� � ° O.C. HORIZ. INTO FND � a WALL AS NEEDED IIIIIII= _ °: I a � I a . III III— � CONCRETE FOUNDATION � ° � � � � � -�--�--� '.-.-� °�--d---- �O � ° �� � � ° �o � ® . I I � o o O � o � � � � � � � � � � � • O p o � �� o � o � __ � g" � � '; � � ° SLOPE GRADE AWAY FROM d � � I — — FOUNDATION 6 IN — FIRST 10'-0" (TYP.) ®� �I� � — I '� o z � I � 1. SAND CUSHION RECESSED RAIN LEDGE DETAIL 1"AIR SPACE ° .° —IIIIIIII=IIIIIIII ..d ° � -e— - �^ - -IIIIII = �� -:° ---- IIIIII = — IIIIIIII- � � ° I . N � I, I OR CRUSHED STONE HARDBOARD SIDING 3/4" T&G PLYWOOD -GLUE &NAIL d .• � � a.. 4"GRANULAR FILL E E e 1 Z � �° nl � :° � TYPIN 2x2 SEALED LEDGER TOBOIOOS d.. �d 12"P � � a . o � ° � °� MASONRY VENEER UP TO 1/2" DIA x 10" ANCHOR BOLTS UNDISTURBED SOIL OR WELL 3'-0"x 3'-0"x 12" CONC. FTG. POURED CONCRETE WALL W� #5 REBARS VERT. � � iv ROWLOCK W/WEEP HOLES 24" O.C. AT 4'-0" O.C. COMPACTED FILL W/ 3 #5's EACH WAY AT 4 -0"' 'b.C. & #5 REBARS �� I EMBEDDED PER HORZ. AT 18" O.C. (MAX) �. °. 1�_4�� UNDISTURBED LOCAL CODE �� � n �� � � MIN. SOIL OR WELL RIM JOIST R-21(MIN.) INSUL. COLUMN FOOT I N G .� #5x25" DOWELS - . �•.d � � COMPACTED FILL AT PERIMETER �� AT 4'-0" O.C. GALV. WALL TIES AT 16" SCALE: 3/4" = 1'-0" O.C. HORIZ. INTO STUDS POURED CONC. FOOTING 1>-6>, (4) AT #5 REBAR W/ #5 TIES TIES ® W/ 2x4 KEYWAY AT � 24" O.C. START 4" MASONRY LEDGE 1 � _ z AND (2) #5 REBARS 12" FROM CORNERS & °° � DRN BY: J. H E I L M A N CONTINUOUS BEAM INTERSECTIONS. LAP �'I AND SPLICE ALL REBARS DATE; MAR. 2H, 2022 24" AT CORNERS. SLOPE GRADE II l � �.�° .d PORCH FOUNDATION W/ MASONRY VENEER AT SLAB AWAY FROM FOUNDATION � ��i � .{ FLOOR JOISTS (SEE FRAMING PLAN) FILENAME: 0603DTL 8" IN FIRST 8'-0" (TYP) I ° B � SCALE: 3/4" = 1'-0" 2X6 TREATED SILL PLATE 4" : �. 6" W/SILL SEALER a . I °° . �I POURED CONCRETE I 1 a"� WALL W/ #5 REBARS VERT. 1/2" DIA x 10" �. AT 4'-0" O.C. & #5 REBARS ANCHOR BOLTS � �. HORIZ. AT 18" O.C. (MAX) RIM JOIST 3/4" T&G PLYWOOD RIM JOIST AT 4'-0" O.C. � SUBFLOOR-GLUE &NAIL 1/2" EXPANSION EMBEDDED PER HARDBOARD SIDING 1"AIR SPACE ° ° I TO JOISTS JOINT MAT'L LOCAL CODE 2x2 SEALED LEDGER 1/2" DIA x 10" •I d � a _ JOINT MAT'LION 1/2" DIA x 10" ANCHOR ANCHOR BOLTS DAMPPROOFING PER � � I � � WALL INSULATION q BOLTS AT 4'-0" O.C. FIELD VERIFY 3/4" T&G PLYWOOD MASONRY VENEER UP TO EMBEDDED PER BUILDING CODE ; d REQUIRED °' FIELD VERIFY EMBEDDED MIN. 7" HEIGHT CHANGE SUBFLOOR-GLUE &NAIL ROWLOCK W/ WEEP HOLES LOCAL CODE REQUIREMENTS HEIGHT CHANGE TO JOISTS 24" O.C. 4" CONC. SLAB W/ R-21(MIN.) INSUL. GARAGE SLAB - R-11(MIN.) ICYNENE®INSUL. GALV. WALL TIES AT 16" 6X6 10/10 WWM GARAGE SLAB - AT PERIMETER 4" CONC. SLAB W/ AT PERIMETER O.C. HORIZ. INTO WALL • �� 4" / 6X6 10/10 W.W.M. � .a �� 6X6 10/10 W.W.M. d °�. � � � FLOOR JOISTS (SEE FRAMING PLAN) - 4" MASONRY 8" MIN ° ° � LEDGE ® � � � { ° � ° I �` ---� d-e--:- °� -------- o .. � � � � � .� � 1/2" EXPANSION a -- � .-�.- 2x6TREATEDSILLPLATE — � � 2x6 TREATED SILL PLATE � .'I. ���°oo �� �° ° � �� ° � � d I' � I JOINT MAT'L IIIII— ° �� � � W/SILL SEALER IIIIIIII � W/SILL SEALER SLOPE GRADE I •P . � ° I °�. ° COMPACTED FILL �� . WALL INSULATION ° w —IIIIIIII ° — � REQUIRED 4" �.�j WALL INSULATION 6" � (IF REQ'D BY FOUNDATOION 8" IN FIRST 'I � � a 4" SAND CUSHION � I OR CRUSHED STONE � w moo •I �� — • ` ° DAMPROOFING I . _ . oo z ENERGY CODE ) °� � � � T � 8'-0" TYP ( ) .. • I COMPACTED FILL Ir � : °°� � 4" CONC. SLAB W/6x6 10/10 WWM OVER 6 MIL . � PER BUILDING � � POURED CONCRETE 10� 4" � � � 6" z LL I' POLY VAPOR BARRIER CODE REQUIREMENTS WALL W/ #5 REBARS VERT. COMPACTED FILL � a I ° POURED CONCRETE WALL W/ #5 REBARS VERT. AT 4'-0" O.C. & #5 REBARS � I �� � - 1/2" EXPANSION JOINT MAT'L � 10"•9 � c� � POURED CONCRETE J a Q U U p O � Y 4" DIA. PERF. DRAIN AT PERIMETER OF FOUNDATION. VERIFY � I . � ��a. I°{ � & 4"GRANULAR FILL 4" � I � � 6" � • AT 4'-0" O.C. & #5 REBARS HORIZ. AT 18" O.C. (MAX) � � � �•I• d . � DAMPROOFING � �° HORIZ. AT 18" O.C. (MAX) � WALL W/ #5 REBARS VERT. � v p w DESIGN W/ LOCAL o O I. I � a � d. 1/2" EXPANSION JOINT MAT'L I � PER BUILDING I 4"GRANULAR FILL AT 4'-0" O.C. & #5 REBARS w U m BLDG OFFICIALS o o o o I.I .. ° � 4" DIA. PERF. DRAIN � 10" 4" POURED CONC. SLAB W/ O CODE ° � �° T.O.F. HORIZ. AT 18" O.C. (MAX) I � o o o I I � - � - - - - - 8 AT PERIMETER OF .. 6x6 10/10 WWM OVER 6 MIL I . � � REQUIREMENTS ° � I I — — � � � ° I.I .°? 'I'�I � { � o o . ° � � I � � � o d ° O0 Oo O FOUNDATION. VERIFY : I I � DESIGNW/LOCAL o O ° • I. POLY VAPOR BARRIER OVER 4" GRANULAR FILL .�I'� ..Q.=_=_ ° l I ° —IIIIIIII— 6MILPOLY VAPOR BARRIER POURED CONC. FOOTING ° {. I, o O 'd o o .� ° � ... .� -, ° � - - r O o BLDG OFFICIALS o o � I {� - - ° o o � I - -�' -�- - O . �I I W/ 2x4 KEYWAY @ CL I � � � o � d � �� � ` � � I o o °��4S3�oo Q ° °� COMPACTED FILL AND (2) #5 REBARS CONTINUOUS � ° � ° � �� � � POURED CONC. FOOTING #5 REBAR DOWELS ... o o O al. � � � � POURED CONC. FOOTING W/ 2x4 KEYWAY AT — � d ° �. _ _ N �-� AT 4' O.C. d . — 00 � — AND (2) #5 REBARS � T�'¢ T ° � OWELS L 2'-0" °c ° �� o IIIIIIII— r #5 REBAR DOWELS . � ° � . � . . � AT 4' OBO.C. AND (2) #5 REBARSC 0 CONTINUOUS AT 4'-0" O.C. a � a � � � CONTINUOUS � � � � I #5 REBAR DOWELS AT 4'-0" O.C. 2'-0" 2 0 UNDISTURBED POURED CONC. FOOTING W/ 2x4 KEYWAY AT C L FOUNDATION W/ 2 0 H E E T AND (2) #5 REBARS CONTINUOUS MASONRY LEDGE D ETAI L COIt��'%�L�-0168 H H CRAWL SPACE FOUNDATION AT GARAGE GARAGE W/ MASONRY LEDGE SCALE: 3/4" = 1'-0" BASEM,ENT FOUNDATION WALL AT CC KK 1 FF SCALE: 3/4" = 1'-0" SCALE: 3/4" 1' 0" SCALE. 3/4 = 1 -0 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 13 o f 16 1"AIR SPACE HARDBOARD SIDING 1/2" DIA x 10" ANCHOR BOLT 2x2 SEALED LEDGER AT 4'-0" O.C. EMBEDDED MIN. 7" MASONRY VENEER UP TO ROWLOCK W/WEEP HOLES AT 24" O.C. 4" CONC. SLAB W/ 6x6 10/10 W.W.M. GALV. WALL TIES AT 16" - O.C. HORIZ. INTO WALL `� 4" MASONRY 6"MIN. ° � ..—•— =Q a— — — — — — LEDGE ® � e 0 0 0 I � � ° o o °o v � °Q I al i` I.°.. I � . 6 MIL POLY VAPOR SLOPE GRADE AWAY � I I BARRIER FROM FOUNDATION d � . � �' I � I� ° 8" IN FIRST . I � � 3" MIN SAND CUSHION OR 8'-0" (TYP.) q � ° TYP CRUSHED STONE (V I . I `r a �. � � UNDISTURBED d. SOIL OR WELL a � � c° � COMPACTED FILL (4) #5 REBARS W/ #5 TIES AT 24" O.C. START TIES 12" FROM CORNERS &BEAM INTERSECTIONS. LAP AND SPLICE ALL REBARS 24" 1'-4" AT CORNERS. MASONRY EXTERIOR BEAM LL SCALE: 3/4" = 1'-0" 1/2" DIA x 1 0" ANCHOR BOLT AT 4'-0" O.C. EMBEDDED MIN. 7" 1/2" EXPANSION JOINT MAT'L 4" CONC. SLAB W/ 6x6 10/10 W.W.M. 4" CONC SLAB W/ 6 MIL POLY VAPOR 6x6 10/10 W.W.M. BARRIER N PITCH SLAB � —�---° ---- 1/8" PER FT � �°� � � .a ° � ° 6" MIN. Q-- '.--fir=— a--c -- o .� Y" ° o °°�� v . �'�� d o° o 0 o vo ° ° � ° 4" a I al I' � I I o o o ��4�\\ o° a �a:.l.� °.� � Id SLOPE GRADE .I. al� P AWAY FROM Id I �. �a. FOUNDATION _ z f � ° �.I o z I . I SAND CUSHION 8" IN FIRST N � �° � 3"MIN N ` � I �� � . 3" MIN OR CRUSHED STONE 8'-0" (TYP.) � I I TYP � i � I n TYP n° ��� � n � � � . (4) #5 REBAR W/ #5 TIES � � UNDISTURBED AT 24" O.C. START TIES 1'-0" 1'-4" 12" FROM CORNERS & MIN. MIN. SOIL OR WELL BEAM INTERSECTIONS. LAP COMPACTED FILL AND SPLICE ALL REBARS 24" AT CORNERS. MM EXTERIOR BEAM AT PORCH \ SCALE: 3/4" = 1'-0" 1/2" DIA x 18" ANCHOR BOLT AT 4'-0" O.C. EMBEDDED MIN. 7'_ 4" CONC. SLAB W/ 6x6 10/10 W.W.M. - 4" CONC. SLAB W/ 6x6 10/10 W.W.M. N v _ -------- — o° o ° ° o ° - ° ° o / e 0 °�� ° I I z 6 MIL POLY V.B. (NOT \� e\ I I � REQ'D AT GARAGE) I I 3"MIN � SAND CUSHION OR I � TYP N CRUSHED STONE I I UNDISTURBED SOIL OR WELL COMPACTED FILL 6 MIL POLY VAPOR BARRIER SAND CUSHION OR CRUSHED STONE (4) #5 REBAR W/ #5 TIES J'-0;; 1 STRY AT 24" O.C. START TIES 1'-4 2 STRY 12" FROM CORNERS & BEAM INTERSECTIONS. LAP AND SPLICE ALL REBARS 24" AT CORNERS. TYPICAL STEPPED BEAM SCALE: 3/4" = 1'-0" HARDBOARD SIDING - 2x2 SEALED LEDGER MASONRY VENEER UP TO ROWLOCK W/WEEP HOLES GALV. WALL TIES AT 16" O.C. HORIZ. INTO WALL 4" MASONRY 6"MIN. LEDGE SLOPE GRADE AWAY FROM FOUNDATION 8" IN FIRST 8'-0" (TYP.) o z N (4) #5 REBARS W/ #5 TIES AT 24" O.C. START TIES 12" FROM CORNERS &BEAM INTERSECTIONS. LAP AND SPLICE ALL REBARS 24" AT CORNERS. 1"AIR SPACE (MIN.) 1/2" DIA x 18" AT 4'-0" O.C. ANCHOR BOLT EMBEDDED MIN. 7" 6„ 4" CONC. SLAB W/ 6x6 10/10 W.W.M. io _ N .Q —4--�--�--G •��j a I o o al I I � ° o 0 _ o e o � .' 'I � �� � I al . I I ` 6 MIL POLY V.B. a".I ;I� .d � i � � 3"MIN SAND CUSHION OR a . d ° � � TYP CRUSHED STONE 1'-4" UNDISTURBED SOIL OR WELL COMPACTED FILL MASONRY EXTERIOR BEAM AT GARAGE SCALE: 3/4" = 1'-0" 1/2" DIA x 10" ANCHOR BOLT AT 4'-0" O.C. EMBEDDED MIN. 7" 0 N Z 4" CONC. SLAB W/ 6x6 10/10 W.W.M. 4 .�_�--� �— . ��----- � —� — V ,° 0 o I ,, I 'a° o � N � :.a. I ° 6 MIL POLY VAPOR BARRIER I SAND CUSHION OR a �. CRUSHED STONE UNDISTURBED SOIL (4) #5 REBAR W/ #5 TIES AT 24" O.C. START TIES OR WELL '-0" 1 STRY 12" FROM CORNERS & COMPACTED FILL 1'-4" 2 STRY BEAM INTERSECTIONS. LAP AND SPLICE ALL REBARS 24" AT CORNERS. TYPICAL INTERIOR BEAM SCALE: 3/4" = 1'-0" GALV. WALL TIES AT 16" O.C. HORIZ. INTO FND WALL ASNEEDED — SLOPE GRADE AWAY FROM FOUNDATION 6" IN FIRST 10'-0" (TYP.) POURED CONCRETE — WALL W/ #5 REBARS VERT. AT 4'-0" O.C. & #5 REBARS HORZ. AT 18" O.C. (MAX) #5x25" DOWELS AT 4'-0" O.C. POURED CONC. FOOTING W/ 2x4 KEYWAY AT C L AND (2) #5 REBARS CONTINUOUS 4" DIA. PERF. DRAIN AT PERIMETER OF FOUNDATION. VERIFY DESIGN W/ LOCAL BLDG OFFICIALS RIM JOIST 1/2" EXPANSION JOINT MAT'L FIELD VERIFY HEIGHT CHANGE — — 4" CONC. SLAB W/ 6X6 10/10 WWM PITCH SLAB COMPACTED FILL DAMPROOFING PER BUILDING CODE REQUIREMENTS BASEMENT FOUNDATION WALL AT PORCH SCALE: 3/4" = 1'-0" FASTEN 2-2x TO 4x4 POST W/2-3/8"x8" CARRAIG^ """ T"' 2x P.T. DE JOIST 2x P.T. LEDGERI 2x FLOOF RIM JOIS- SHEATHII JOIST HA 3/8" x 5" LAG SCRI 16" O.C. DECK FRAMING -PLAN 2x4 TOP R 2x4 RAIL S 2 x 2 PICKI 2x4BOTT 2x PRESSI TREATED 5/4" x 6 DE SHEATHIN RIM JOIST CONT. FLF 2x FLOOR 3/8" x 5" LAG SCRE 16" O.C. 2x P.T. LEDGER B JOIST HANu��� DECK SECTION SCALE: 3/4" = 1'-0" 3/4" T&G PLYWOOD SUBFLOOR-GLUE &NAIL TO JOISTS 1/2" DIA x 10" ANCHOR BOLTS AT 4'-0" O.C. EMBEDDED MIN 7" R-21 (MIN.) INSUL. AT PERIMETER FLOOR JOIST (SEE FRAMING PLAN) — 2x6 TREATED SILL PLATE W/SILL SEALER WALL INSULATION (IF REQ'D BY ENERGY CODE) POURED CONCRETE WALL W/ #5 REBARS VERT. AT 4'-0" O.C. & #5 REBARS HORIZ. AT 18" O.C. (MAX) 1/2" EXPANSION JOINT MAT'L a n 7 4" POURED CONC. SLAB W/ 6x6 10/10 WWM OVER 6 MIL POLY VAPOR BARRIER OVER 4" GRANULAR FILL POURED CONC. FOOTING W/ 2x4 KEYWAY AT AND (2) #5 REBARS CONTINUOUS UNDISTURBED SOIL OR WELL COMPACTED FILL #5 REBAR DOWELS AT 4'-0" O.C. 2x RIM JOIST BEAM: SEE FRAMING PLANS 4x4 SUPPORT POST METAL CHI CAP W/ SPA ARRESTOF ZERO CLEARANCE FIRE PLACE DETAIL SCALE: 1/2" = 1'-0" 3 )NS. I I FY >N S, BLD2023-0168 RESUB Aug 17 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT REVISIONS � \ \�J� T M CV L� N Q� �� 1 � Q rn V \ � � T � � LM M W Ln �..�.J �� TM W J N T � UO m O DRNBY: J. HEILMAN DATE: MAR. 28, 2022 FILENAME: 0603DTL Z � _ J � m SHEET Load bearing wall above BIRDSMOUTH CUB y REVISION S Load bearing or shear wall above (must stack over wall below) Allowed at low end of 'oist onl TimberStrand �L RIM BOARD (must stack over wall below) INTERMEDIATE BEARING — Blocking panel NO LOAD BEARING WALL ABOVE 2x4 minimum Load from above For information on lateral squash blocks Blocking load capacities refer to panel current TimberStrand L� rim board literature � ,, �; ;� • � �" Beveled web stiffener each �; i side of TJI �ist web �" �I TJI �ist flange must bear TJI ®rim joist 11" TimberStrand L�L Blocking panels Blocking panels � fully on plate. ma be re uired with rim board shear wall � above or Web stiffeners required may be required with o Birdsmouth cut must not 2x4 minimum Web stiffeners re uired each side at B2W shear walls above or overhang inside face of plate. q below —see detail 81 below —see detail 81 Web stiffeners required squash blocks each side at B1W each side at 63W Must have 1b" minimum Must have 1b" minimum See Floor S an Tables and General Notes in current See Floor S an Tables and General Notes in current Use 2x4 minimum s uash blocks `� A l P P g 3 g 3 W See current Trus Joist MacMillan literature B C C S q A 2 foist bearing at ends A 3 joist bearing at ends B 1 B 1 W Trus Joist MacMillan literature for exceptions B 2 B 2 W Trus Joist MacMillan literature for exceptions for web stiffener requirements to transfer load from above to N bearing plate below Q NON —LOAD BEARING CANTILEVER LOAD BEARING CANTILEVER FOR � 6'-0" length of TJI ® TJI �'ro�50, 250 AND 350 JOISTS ONLY LOAD BEARING CANTILEVER joist reinforcement Blocking � and filler block. LOAD BEARING CANTILEVER Use 4'-0" length with LOAD BEARING CANTILEVER TJI �oists are intended for dry —use, panel 9{)" and 11�" TJI �ists. non —treated applications. � w 8" diameter maximum hole ma�yy be cut 8" diameter maximum hole may be cut 12" length of b" 8" diameter maximum hole ma�y be cut in each blockin anel for 11 0" — 16" " " 8" diameter maximum hole ma be cut Web stiffeners re uired g p in each blockin anel for 11 i) — 16 reinforcement on by " q � " g P in each blocking panel for 11 — 16 ^ in each blocking panel for 11 0" — 16" joists; 6" diameter maximum for 9 {)" oists; 6 diameter maximum for 9 D one side at E5, each side at E1W " �� 1 6" diameter maximum for 9fl" � � � w joists; 6 diameter maximum for 9 D 4'-0" length of 0" reinforcement joists or for blocking panels less than joists or for blocking panels less than both sides at E6 joists; � N joists or for blocking panels less than on one side at E2, 12" Ion . Do not cut flan es. � � joists or for blocking panels less than 12" Ion . Do not cut flan es. g g 12 long. Do not cut flanges. 9 g 9 9 both sides at E3 � 12 Ion Do not cut flan es. w ' Attach reinforcement to 'oist top and � � `� obottom flanges with 8d (12{)") common nails at 6" o.c. When reinforcing both sides, � 11" TimberStrand LPL 4'-0" maximum cantilever r .J " stagger nails to avoid splitting. � closure es �� 11 TimberStrand L� � �0 r0 (uniform loads only) � � Wood backer ti��` �r � W closure r °���° 1� e�e� �e � �°� N p ���°� Attach TJI �ist reinforcement to joist T ti ��°� �°� web with 3 rows 10d (3") common 5" o'� face grain maximum � horizontal E4 nails at 6 o.c. clinched. Use 2 rows with 9fl" and 11�" TJI �ts. Attach reinforcement to joist 2x_ nailed to the side of the TJI jolt with wood backer. Nail through O E1 E 1 W E 2 E 3 E 5 E 6 top and bottom flanges with one F1 the TJI �ist and backer into the 2x_ with 2 rows 10d (3") common 8d (2fl) common nail at each corner nails at 6" o.c. and clinch. Use 16d (3D") nails with TJI /Pry 550�joists. � m O NON —LOAD BEARING CANTILEVER TJI �oists are intended for dry —use, 11" TimberStrand L� Microllam �VL, Parallam PS� Backer block: Install tight to top flange (tight non —treated a lications closure Top flange or TimberStrand f�L to bottom flange with face mount hangers), both pp hanger sides of web with single TJI jots. Attach Filler block: Attach with 10-10d (3") Backer block: with 10-10d (3") box nails, clinched when possible. * Bearing plate: box nails, clinched. Use 10-16d (3{)") Install tight to bottom flange Flush plate with box nails from each side with Face mount inside face of (tight to top flange with top hanger wall or beam TJI 'Pro �50 joists. flange hangers). Attach with 10-10d (3") box �, �; nails, clinched when possible. '' �� �� • �' i 1/3 adjacent s an (maximum) �� Example: 4'-0'�(uniform loads only) Filler block: Nail with 10-10d (3") ,� s °r 0 box nails, clinched when possible. °eer 10' Use 10-16d (31)") box nails from Simpson LSSU hanger Pad \e• with beveled web stiffeners. �,�.°�Q each side with TJI f fro �0 joists. Microllam �VL, LSSU hangers allowed with Web stiffeners are required Parallam ESL, or 9p", 11�" and 14" TJI �ists only. Simpson LSSU hanger with beveled web if the sides of the han er do TimberStrand �L g *With to flan a han ers, backer block stiffeners. LSSU hangers allowed with 9fl", TJI �ists may be cantilevered up to 1/3 the adjacent span if ® P 9 9 not laterally support the TJI re uired onl for downward loads exceedin H 6 11b" and 14" TJI �ists only. F2 not supporting concentrated loads on the cantilever. Cantilevers H 1 oist to flan a and er current H 2 q y g exceeding 4 feet may require special consideration. Refer to 1 P 9 P 250 lbs. or for uplift conditions (factored " our TJ—Beam � or TJ—Xpert �bftware or contact your Trus Joist MacMillan literature load value is 395 lbs. for Limit States Design) Simpson LSTA15 strap with 12-10d x 1{) nails Trus Joist MacMillan representative for assistance. H 5 may be required" with hangers other than LSSU when slope exceeds 7 /12 . Use LSTA24 strap with 18-10d x 1{)" nails at TJI Pro �50 joists. DRN: Jeff Heilman DATE:MAR. 28, 2022 CONNECTION OF MULTIPLE PIECES EXTERIOR DECK ATTACHMENT FILE: 2436TJDTLI BEARING AT WOOD OR STEEL COLUMN OF TOP —LOADED BEAMS BEAM TO BEAM CONNECTION BEARING AT CONCRETE WALL MICROLLAM LPL PARALLAM �L BEARING FOR DOOR OR WINDOW HEADER 1b" Width Pieces: 2" minimum BEARING AT WALL � •Minimum of 2 rows 16d (3D") nails at 12" o.c. •Minimum of 2 rows 16d (3D") • •Minimum of 3 rows 16d (3D") nails at 12" o.c. nails at 12" o.c. 2" minimum � ��; TimberStrand �L Strap per code if top �� � � � " " " •Minimum of 3 rows 16d (3D" for 14 , 16 and 18 beams 1 (or TJI �ist) rim board � Steel column •Multi le feces of Microllam L'� nails at 12" o.c. for 14", 16'� Treated 2x_ or blockin for lateral su ort Plate is not continuous � a � . P p. " �� g pP over header with column cap can be nailed or bolted together and 18 beams ledger • � � '� �° to form a header or beam of the required size, up to a � 3i)" Width Pieces: Flashing 11" TimberStrand L� J Top flange hanger �'� � � . � � Parallam ESL or TimberStrand LSDcolumn maximum width of 7 inches. •Minimum of 2 rows rim board Structural exterior " � Face mount hanger � . with column cap {)" bolts at 24" o.c. sheathing {) diameter . a � staggered lag bolt Trimmers. See current Trus Joist MacMillan literature See current Trus Joist MacMillan literature Verify Parallam �L and TimberStrand LSL® For side —loaded multi le member beams, additional nailin or boltin Allowable load is 325 lbs. er fl" diameter la bolt L1 Parallam ESL or TimberStrand LSL®column L3 L4 Protect wood from direct L5 column capacity and beam bearing length. L6 P 9 g LA P 9 L2 for minimum bearing length. for framing connectors contact with concrete See current Trus Joist MacMillan literature. may be required. See current Trus Joist MacMillan literature. 2x4 one side. o � Use 2x4 both BEAM ON COLUMN CAP °c�•��° sides if joist ��� spacing is greater 11" TimberStrand Ls� V—cut � than 24" o.c. LSTA15 (Simpson or USP) shear blocking or TJI jet O COLUMN BASE ELEVATED COLUMN BASE TJI �ist blocking p,Rnel or strap with 12-10d x 1D" nails. blocking panel LPL Use LSTA24 strap with 11" imberStrand 2 rows 8d (2D") box 18-10d x 1{)" nails for Double Joist may shear blockin " be required, when 9 nails at 8 o.c. TJI ®/Pro '"550 joists. L exceeds foist L O spacing L Beveled Variable slope seat connector. ° 2x4 block Verify capacity and slope m Optional limitations. Beveled bearing plate required � � � i non —shrink Beveled bearing plate Filler when slope exceeds 1" per foot � Blocking as � � grout required when slope required o � � i ^'`; exceeds 1" per foot Double beveled bearing Overhang plate required when slope BLD2023-0168 �N 1 Microllam �UL, " a i ; ; i � , � , �0 exceeds per foot End wall � � ti �� Parallam �SL or 2x_ overhang. � ' , �� � 1/3 adjacent s an maximum. �°��� TimberStrand �L 1/3 adjacent span maximum. Notch around TJI �ist u o See F21on flooP details See F2 on floor details �+ for clarification. RESUB O top flange. P 1 P 2 P 3 R 1 for clarification. R 10 R 14 R 3 Aug 17 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 15 o f 16 REVISIONS BIRDSMOUTH CUT Allowed at low end of joist only Lx4 block for soffit support BIRDSMOUTH CUT Allowed at low end of joist only ,O o�'i INTERMEDIATE BEARING Blocking panels or shear blocking are optional for joist stability at intermediate supports Web stiffeners required each side at R7W � Additional nailing or twist strap and backer block may be required. See current Trus Joist MacMillan literature. A 1"dia. hole can be cut anywhere in the web Minimum distance from CHART A Minimum distance from CHART B Minimum distance Minimum distance from CHART A from CHART B O O I I 2xD2 D1 minimum (also applies to 1"dia. holes) D2 HOW TO USE THESE CHARTS 1. Determine the hole shape (round, square or rectangular) and select the appropriate chart - A or B. 2. Under HOLE SIZE, locate the column which meets or exceeds the size of hole you require. 3. Use the first two columns to identify the TJI joist series and depth being used in your floor or roof system. 4. Scan right across the row until you intersect the column which contains the hole size you selected. The value shown is the required minimum distance from edge of the hole to the inside face of the nearest support. CHART A -ROUND HOLES MINIMUM DISTANCE FROM INSIDE FACE OF ANY SUPPORT TO NEAREST EDGE OF HOLE Depth TJlf�ro TM ROUND HOLE SIZE 2" 3" 4" 5" 6" 61" 7" 8" 80" 9" 10" 100" 12" 120" 150 1'-0" 1'-6" 3'-0" 5'-0" 6'-6" 7'-6" 9fl" 250 1'-0" 2'-6" 4'-0" 5'-6" 7'-6" 8'-0" 150 1'-0" 1'-0" 1'-O" 2'-0" 3'-0" 3'-6" 5'-O" 7'-0" 8'-6" 250 1'-0" 1'-0" 2'-0" 3'-0" 4'-6" 5'-0" 6'-O" 8'-0" 9'-0" 110" 350 1'-0" 2'-0" 3'-0" 4'-6" 5'-6" 6'-O" 7'-0" 9'-0" 10'-0" 550 1'-0" 1'-6" 3'-0" 4'-6" 6'-0" 6'-6" 7'-6" 9'-0" 10'-6" 250 1'-0" 1'-0" 1'-0" 1'-O" 1'-6" 2'-0" 3'-O" 5'-0" 6'-0" 6'-6" 8'-6" 10'-0" 14" 350 1'-0" 1'-0" 1'-O" 1'-6" 3'-0" 3'-6" 4'-6" 6'-0" 7'-0" 8'-0" 9'-6" 11'-0" 550 1'-0" 1'-0" 1'-0" 2'-6" 4'-0" 4'-6" 5'-6" 7'-6" 8'-6" 9'-0" 10'-6" 12'-0" 250 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-6" 2'-6" 3-0" 5'-0" 6'-6" 9'-0" 11'-0" 16" 350 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-6" 3'-0" 4'-0' 5'-0" 6'-6" 8'-0" 10'-6" 12'-6" 550 1'-O" 1'-0" 1'-O" 1'-0" 2'-0" 2'-6" 3'-6" 5'-0" 6'-0" 7'-0" 8'-6" 10'-0" 12'-0" 13'-6" CHART B -SQUARE OR RECTANGULAR HOLES MINIMUM DISTANCE FROM INSIDE FACE OF ANY SUPPORT TO NEAREST EDGE OF HOLE Depth TJI/Pro®T"' SQUARE OR RECTANGULAR HOLE SIZE 2" 3" 4" 5" 6" 61" 7" 8" 80" 9" 10" 11 " 12" 120" 150 1'-0" 2'-0" 4'-0" 6'-0" 6'-6" 6'-6" 9fl" 250 1'-0" 2'-6" 4'-6" 6'-6" 7'-0" 7'-0" 150 1'-0" 1'-0" 2'-0" 4'-0" 6'-6" 7'-6" 8'-0" 8'-6" 9'-0" 250 1'-0" 1'-6" 3'-6" 5'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 110" 350 1'-0" 2'-6" 4'-0" 5'-6" 7'-6" 8'-6" 9'-0" 9'-6" 9'-6" 550 3'-0" 4'-6" 6'-0" 7'-6" 9'-0" 9'-6" 9'-6" 10'-0" 10'-6" 250 1'-0" 1'-0" 1'-6" 3'-6" 6'-0" 6'-6" 8'-0" 10'-0" 10'-6" 10'-6" 11'-0" 12'-O" 14" 350 1'-0" 1'-0" 2'-6" 4'-6" 6'-6" 7'-0" 9'-O" 10'-6" 10'-6" 11'-0" 11'-6" 12'-0" 550 1'-6" 3'-0" 4'-6" 6'-6" 8'-0" 8'-6" 10'-0" 11'-6" 11'-6" 12'-0" 12'-6" 13'-0" 250 1'-0" 1'-0" 1'-0" 1'-0" 1'-6" 2'-0" 4'-0" 6'-6" 8'-6" 8'-6" 9'-6" 10'-0" 11'-0" 11'-6" 16" 350 1'-0" 1'-0" 1'-0" 1'-0" 3'-0" 3'-6" 5'-6" 8'-0" 10'-O" 10'-0" 11'-0" 11'-6" 12'-6" 13'-0" 550 1'-0" 1'-6" 3'-6" 5'-0" 7'-6" 8'-0" 9'-6" 11'-6" 13'-0" 13'-0" 13'-6" 14'-0" 15'-0" 15'-6" Rectangular holes based on measurement of longes t side. TJI 'Pro �i50, 250 & 350 Joists L2 2xL z minimum L1 DO NOT CUT OR NOTCH FLANGE GENERAL NOTES - If more than one hole is cut into the web, the distance between the edges of the holes must be at least 2x the length of the largest hole. - Holes may be located vertically anywhere within the web. Leave E" of web minimum at top and bottom of hole. - TJII®oists are manufactured with 1"dia. perforated knockouts in the web at approximately 12" on -center along the length of the joist. - Distances in the charts shown are based on uniformly loaded joists using the maximum loads shown for any of the tables listed within current Trus Joist MacMillan literature. For other load conditions or hole configu- rations not included in these charts, refer to our TJ-Beam `"software or contact your Trus Joist MacMillan representative. - For simple span (5 foot minimum) uniformly loaded joists meeting the requirements of current Trus Joist MacMillan literature, one maximum size round hole may be located at the center of the joist span provided no other holes occur in the foist. DO NOT cut into foist flanaes when cutting out web FULL WEB DEPTH RECTANGULAR HOLES ARE ALSO POSSIBLE. CONTACT YOUR TRUS JOIST MACMILLAN REPRESENTATIVE FOR ASSISTANCE. WEB STIFFENER ATTACHMENT Beveled web � Gap' stiffeners on Beveled bearing E" minimum " both sides 1 � " 1D plate required when slope \ 2j maximum exceeds I" per foot 2x4 one side. Use 2x4 both sides if joist spacing is greater than 24" o.c. 2 rows 8d„(2D") box nails at 8 o.c. Beveled 2x4 block with beveled web stiffener on opposite side of web R7 W 4 R7 BIRDSMOUTH CUT Allowed at low end of joist only 0 ��i 2x4 one side. Use 2x6 if Joist spacing is greater than 24 o.c. Beveled 2x4 block Beveled web stiffeners on both sides. See detail R5. 10d (3") box nails at 8" o.c. 1j" TimberStrand L� shear blocking (between joists) may be field trimmed to match joist depth at outer edge of wall or located on wall to match joist depth bearing of TJI o�ts (10�12" to 12"�12") requires that TimberStrand L shear blocking be one size deeper than the TJI jet SHEAR BLOCKING AND VENTILATION HOLES (ROOF ONLY) 1/3 1/3 1/3 Maximum allowable V cut 1/2 1/2 3-8d (2fl") box nails, clinched TJI %'Pro �50 joists / Web stiffener each side :f�� 1°� —TJI 'Pro �i50 joists: f)" x 2(" minimum 1fl"� \Tight fit —TJI Pro �L50 joists: a" x 2(" minimum — TJI 'Pro �50 joists: 1" x 2(" minimum Allowed hole zone for round, square or rectangular holes (1) Web stiffener material shall be sheathing meeting the requirements W of PS 1 or PS 2 with face grain vertical. (2) 2x4 construction grade or better. 1/3 1/3 1/3 Do not cut holes larger than 1"dia. in cantilever /Gap: E" minimum 2j" maximum 16d (3D") box nails 2x4 web stiffener each side (2) Tight fit BLD2023-0168 RESUB Aug 17 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT � VJ 0 Z" a� �� w W M � N W � � MW J N � UX 0 �m 0 a DRN: Jeff Heilman DATE:MAR. 28, 2022 FILE: 2436TJDTL2 J Q W z� �- O� J m SN��1" T2 16 of 16