Loading...
APPROVED BLD RESUB2 BLD2024-0184+Architectural_Plan+7.3.2024_7.09.24_AM+4356774MATERIAL KEY DRAWING SYMBOL KEY VICINITY MAP DRAWING INDEX CONCRETE CONTINUOUS STRUCTURAL GRID BUBBLE CEILING HEIGHT TAG GENERAL A0.1 GENERAL NOTES, LEGENDS & ABBREVIATIONS i s FRAMING MEMBER A GRID NO. 8'-0" CEILING HEIGHT DIMENSION O 1 �;� tr,•, �,I�.r°I, -•- ARCHITECTURAL A1.0 FOUNDATION PLAN A1.1 LOWER FLOOR PLAN REVISIONS _--'_iy/ DETAIL TAG +r A1.2 MAIN FLOOR PLAN A1.3 ROOF PLAN GRAVEL FILL BLOCKING (NOT CONTINUOUS) INTERIOR ELEVATION TAG -J -� "'•1 0 4 •� REV1 A2.1 ELEVATIONS Z DETAIL NO. - . _ f A2.2 ELEVATIONS REV2 SHEET NO. 1 -'•�� "" "� � � -=_=_ � REV3 �_� � �_� _ •. i- 4 C' A3.1 BUILDING SECTIONS REV4 -� UNDISTURBED SOIL WOOD FINISH MATERIAL ELEVATION NO. 4 A4.2 2 _ - t '� A3.2 BUILDING SECTIONS REV5 SECTION TAG SHEET NO. T/ A3.2 BUILDING SECTIONS 3 SECTION LETTER t ;ad fi ` A4.1 DOOR & WINDOW SCHEDULE SAND FILL PLYWOOD A3.2 SHEET NO. s �.. ;' ',.' A6.1 CONSTRUCTION DETAILS ALL WORK SUBJECT FINISH TAG DOOR TAG ., ,. / • •1 A6.2 CONSTRUCTION DETAILS TO FIELD +' ,14 , if ` INSPECTION FOR CODE COMPLIANCE RIGID INSULATION I HIDDEN OR BURIED MATERIAL IN CPT-1 FINISH TYPE & NO. 100 DOOR NO. '`'' % ;� , � � • � �� � '-� • STRUCTURAL S0.0 GENERAL NOTES S0.1 GENERAL NOTES ANOTHER MATERIAL _ FillS1.0 FOUNDATION & FLOOR FRAMING PLAN KEYNOTE TAG WINDOW TAG AA , y r�� a FLOOR PLAN S2.0 ROOFFRAMING PLAN F APPROVED BATT INSULATION 5 KEYNOTE NO. S4.0 FOUNDATION & FRAMING DETAILOUT PLANS MUST BE S4.1 FOUNDATION &FRAMING DETAILS O5 WINDOW NO. S5.0 ROOF FRAMING DETAILS ON JOB SITE r_ 1 �••�� ` y A , S6.0 SHEARWALL SCHEDULE AND STRAP DETAILS . ._.._.._.._.._.._.._ _.._ _..___._.._.._.._.._._ _..� MASONRY -BRICK OR WALL TAG SAFETY GLAZING �- Iti j '+ ,I!■ y .'; �� 11 WHERE ADDITIONS OR ALTERATIONS REQUIRE A PERMIT 1 CONCRETE BLOCK °��. • � ' TO BE ISSUED INTERCONNECTED SMOKE ALARM AND CO DETECTORS THROUGHOUT THE DWELLING IS REQUIRED.CityOf Edmonds C WALL TYPE SG SAFETY GLAZING O �',, • �! �. IT REFER TO 2018 IRC R314 AND 315 FOR MORE INFORMATION. .... ............................. .._.Alur ' SMOKE &CARBON MONOXIDE DETECTORS FAN \ ! ��. '. i OBTAIN A SEPARATE i Work ADDITION AND REMODEL PLUMBING PERMIT O SD SMOKE DETECTOR �F 90 CFM EXHAUST FAN W/ CFM PROJECT LOCATION , Address FROM THE CITY OF 633 ND AVE N EDMONDS. ----------------------------------------- Owner BROWN ® SCD COMBINATION SMOKE_ --------- _.__..__.__..__.__..__._..__.__..__.__..__.__..__.__.; -------------• .° & CO DETECTOR DATUM TAG 1 THE CONSTRUCTION PROJECT INVOLVES DEMOLITION OF A SIGNIFICANT Approved Date: 07/05/2024 i ' pp 1 PORTION OF THE EXISTNIG STRUCTURE. STRUCTURES THAT ARE OBTAIN ELECTRICAL DATUM LEVEL ' DEMOLISHED TO THE LEVEL THAT MEETS OR EXCEEDS 75% OF THE 1 REPLACEMENT COST OF THE STRUCTURE WILL NOT BE ALLOWED BY CITY CODE TO BE REBUILT EXCEPT TO FULL -ON STANDARDS FOR NEW 1 1 r--------------------------------(--------------------------- 1 PERMIT FROM Building Official 1 COMSTRUCTION. REFERENCE EDMONDS COMMUNITY DEVELOPMENT CODE STATE LABOR & 1 SECTION 19.00.045. DEMOLITION OF PORTIONS OF THE STRUCTURE IS , -------...... LIMITED TO THAT CLEARLY SHOWN ON THE APPROVED PERMIT PLANS, AND 1 WILL BE VERIFIED BY THE BUILDING INSPECTOR. INDUSTRIES ; Permit Number g L D2024-0184 APPROVED BY PLANNING ABBREVIATIONS GENERAL NOTES APPLICABLE BUILDING CODES PROJECT TEAM -4 AFF ABOVE FINISH FLOOR MECH. MECHANICAL 1. THESE CONSIST OF THE DRAWINGS, AND OTHER DOCUMENTS LISTED IN THE CONTRACT BETWEEN 2018 INTERNATIONAL BUILDING CODE OWNER: MITCHELL BROWN & STEPHANIE SVANFELDT Jul O9 2024 & AND MFR. MANUFACTURER OWNER AND ARCHITECT. THE INTENT OF THE CONTRACT DOCUMENTS IS TO INCLUDE ALL ITEMS 2018 WASHINGTON STATE BUILDING CODE ADDRESS: 633 2ND AVE N, EDMONDS, WA 98020 @ AT MIN. MINIMUM NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK. 2018 WASHINGTON STATE ENERGY CODE PHONE: XXX-XXX-XXX APPROX. APPROXIMATE(LY) M.O. MASONRY OPENING 2018 INTERNATIONAL FIRE CODE CONTACT PERSON: MITCHELL BROWN N.I.C. NOT IN CONTRACT 2. THESE DRAWINGS, THE DESIGN CONTAINED WITHIN AND AS CONSTRUCTED ARE COPYRIGHT 2017 2018 INTERNATIONAL MECHANICAL CODE BD. BOARD N.T.S. NOT TO SCALE BY PELLETIER + SCHAAR, L.L.C.- AUTHORIZED USE OF THESE DRAWINGS ARE GRANTED SOLEY FOR 2018 INTERNATIONAL PLUMBING CODE ARCHITECT: PELLETIER + SCHAAR, LLC BLDG. BUILDING # NUMBER THE PURPOSE OF THIS SPECIFIC PROJECT AND LOCATION. 2017 ANSI ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES ADDRESS: 26911 98TH DR. NW, STE. B, STANWOOD, WA 98292 CITY OF EDMONDS AMENDMENTS AND ORDINANCES PHONE: 360-629-5375 rL CENTER LINE O.C. ON CENTER 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, SUBCONTRACTORS AND MATERIAL _ _ _ _ CONTACT PERSON: DAVID PELLETIER, AIA CLG. CEILING OPG. OPENING SUPPLIERS TO CAREFULLY EXAMINE EACH PAGE OF THE DRAWINGS. THE CONTRACTOR SHALL C.I. CONTINUOUS INSULATION O/ OVER PROMPTLY NOTIFY THE ARCHITECT IF THE DRAWING ARE OBSERVED TO BE AT VARIANCE. BUILDING ENVELOPE COMPLIANCE. STRUCTURAL ENGINEER: STRUCTURAL WORKS, PLLC C.J. CONTROL JOINT ADDRESS: 1412 BEACH DR NE #A, TACOMA, WA CMU. CONCRETE MASONRY UNIT PARALLEL 4. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH LOCAL CONDITIONS AND PHONE: 253-533-0835 CONC. CONCRETE 1 PERPENDICULAR FIELD VERIFY EXISTING CONDITIONS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY BUILDING ENVELOPE COMPLIANCE TO BE PRESCRIPTIVE IN ACCORDANCE WITH WSEC CONTACT PERSON: ERCIN SAHIN, PE CONT. CONTINUOUS LB. or # POUNDS THE ARCHITECT OF DISCREPANCIES OR CONDITIONS THAT HINDER THE COMPLETION OF WORK R401.2 AND ALL ASSEMBLIES TO MEET R VALUES SET IN TABLE R402.1.1. C.T. CERAMIC TILE P.S.F. POUNDS PER SQUARE FOOT PER THE CONTRACT DOCUMENTS - PRIOR TO WORK BEING DONE. INTERIOR DESIGNER: LAURA LESTER DESIGN, PLLC P.S.I. POUNDS PER SQUARE INCH PROJECT INSULATION R & U VALUES ADDRESS: D. DRYER P.T. PRESSURE TREATED 5. ALL DIMENSIONS ARE ±, WHETHER NOTED OR NOT, AND SHALL BE FIELD VERIFIED AT EXISTING PHONE: XXX-XXX-XXXX DW DISH WASHER CONDITIONS. WINDOWS & DOORS: U 0.24 CONTACT PERSON: LAURA LESTER DIA. DIAMETER REBAR REINFORCING STEEL SKYLIGHTS: U 0.50 ° DEGREES REQ'D REQUIRED 6. THE CONTRACTOR SHALL PROCURE AND PAY FOR NECESSARY PERMITS. ROOF AND CEILING @ TRUSSES: R-49 D.S. DOWNSPOUT REQ'M REQUIREMENT ROOF AND CEILING @ RAFTERS: R-38 DWG. DRAWING R. RISERS 5. WORK SHALL INCLUDE PROVIDING ALL FORMS OF PROTECTION AS NECESSARY TO PRESERVE THE WALLS @ ABOVE GRADE: R-21 W RE. REFER or REGARDING WORK OF OTHER TRADES, FREE FROM DAMAGED, ALL TRADES SHALL PROTECT THEIR OWN WORK WALLS @ BELOW GRADE: R-10 C.I. @ EXT., SCOPE OF WORK EA. EACH REF. REFRIGERATOR TO PREVENT DAMAGE BY OTHER DURING COURSE OF CONSTRUCTION. FINISH SURFACES SHALL R-15 C.I. @ INT., or E.J. EXPANSION JOINT R.D. ROOF DRAIN BE PROPERLY PROTECTED AT TIME OF INSTALLATION. R-21 @ INT. WALL W/ THERMAL BREAK ADDITIONS & ALTERATIONS TO SINGLE FAMILY RESIDENCE. ELEC. ELECTRICAL R.O. ROUGH OPENING FLOORS @ CRAWL SPACE: R-30 z EL. ELEVATION R.S. ROD AND SHELF 7. FINAL ORIENTATION FOR THE BUILDING ON THE SITE AND ESTABLISHMENT OF FLOOR LEVEL FLOORS @ SLAB R-10 W/IN 2' FROM PERIMETER W EQ. EQUAL BENCH MARK SHALL BE REVIEWED BY THE ARCHITECT. PROJECT INFORMATION 0 EQUIP. EQUIPMENT S.D. SMOKE DETECTOR EX. EXISTING S.C. SOLID CORE 8. BEFORE ORDERING ANY MATERIAL OR STARTING ANY WORK WHICH MAY BE AFFECTED BY BUILDING ENERGY CREDITS: rr^^ EXT. EXTERIOR S.F. SQUARE FOOT/FEET ADJACENT WORK OF OTHERS, CONTRACTOR SHALL VERIFY MEASUREMENTS AT BUILDING AND BE ADDRESS: 633 2ND AVE N, EDMONDS, WA 98020 V J SIM. SIMILAR RESPONSIBLE FOR CORRECTNESS OF THESE MEASUREMENTS. ADDITIONS LESS THAN 500 SQ FT 1.5 CREDITS REQ PARCEL NO.: 00520100000700 W F.D. FLOOR DRAIN SPEC. SPECIFICATIONS _ _ AREA: RS 6 n/ F.O.S. FACE OF STUD S.S. STAINLESS STEEL 9. DRAWING SHALL NOT BE SCALED. NOTED DIMENSION TAKE PRECEDENCE OVER SCALED FUEL NORMALIZATION LEGAL DESCRIPTION: MORSE ADD TO EDMONDS BILK 000 D-00-LOT 7 LL F.R. FIRE -RETARDANT STD. STANDARD DIMENSIONS. WINDOW, CABINETS, AND ALL SHOP BUILT ITEMS SHALL BE FIELD MEASURED PRIOR TO FABRICATION AND INSTALLATION. FINAL LOCATIONS OF SWITCHES, FIXTURES, GRILLES, 1 Z FT. or' FOOT/FEET STIR. STRUCTURAL 1. COMBUSTION HEATING MINIMUM NAECA 0.0 CREDITS LOT AREA: 0.29 ACRES, 12,632 S.F. F.F.L. FINISH FLOOR LEVEL COVERS, ETC. SHALL BE DETERMINED ON THE JOB. VERIFY EXACT LOCATIONS WITH ARCHITECT T. TREAD BEFORE ROUGH -IN. BUILDING AREA: EXISTING LOWER FL FINISHED 1,842 S.F. GA. GAUGE OR GAGE T.O.B. TOP OF BEAM 1.1 EFFICIENT BUILDING ENVELOPE 0.5 CREDITS EXISTING MAIN FL FINISHED 1,842 S.F. O G.C. GENERAL CONTRACTOR T.O.C. TOP OF CONCRETE 10. ROUGH FRAMING HORIZONTAL DIMENSION ARE SHOWN FROM FACE OF STUD TO FACE OF STUD. Prescriptive compliance is based on Table R402.1.1 with NEW MAIN FL FINISHED 31 S.F. GALV. GALVANIZED T.O.W. TOP OF WALL ROUGH FRAMING VERTICAL DIMENSION ARE SHOWN FROM TOP OF CONCRETE SLAB TO TOP OF the following modifications: Vertical fenestration U = 0.24 TOTAL HEATED AREA 3,715 S.F. / 0. GLULAM. GLUE LAMINATED LUMBER T&G TONGUE AND GROOVE FLOOR SHEATHING TO TOP OF WALL PLATE. MM GYP. BD. GYPSUM BOARD TYP. TYPICAL 2.1 AIR LEAKAGE CONTROL & EFFICIENT VENTILATION 0.5 CREDITS EXISTING PORCH & DECK TO REMAIN 458 S.F W 11. WORKMANSHIP SHALL CONFORM TO BEST STANDARDS AND HIGHEST QUALITY OF TRADES AND Compliance based on R402.4.1.2: Reduce the tested air NEW PORCH & DECK 193 S.F. H or HT. HEIGHT U.L. UNDERWRITER'S LABRATORY SHALL INCLUDE ALL ITEMS OF FABRICATION, CONSTRUCTION, AND INSTALLATION. WORK SHALL BE leakage to 3.0 air changes per hour maximum at 50 Pascals O H.C. HOLLOW CORE U.O.N. UNLESS OTHERWISE NOTED EXECUTED BY SKILLED MECHANICS. WHEN COMPLETE, ALL PARTS SHALL BE DURABLY AND or H.M. HOLLOW METAL SUBSTANTIALLY BUILT AND SHALL PRESENT A NEAT WORKMAN - LIKE APPEARANCE. For R-2 Occupancies, optional compliance based on Section R402.4.1.2: HORIZ. HORIZONTAL V.I.F. VERIFY IN FIELD Reduce the tested air leakage to 0.3 cfm/ft2 maximum at 50 Pascals, U) 12. INSTALL EQUIPMENT AND MATERIALS IN STRICT ACCORDANCE WITH MANUFACTURE'S CURRENT and Z IN. or " INCH( INCH ES ) W. WIDTH PUBLISHED INSTRUCTIONS AND RECOMMENDATIONS. all whole house ventilation requirements as determined by Section 1 REV 1 - 05/16/2024 INT. INTERIOR W/ WITH M1507.3 of the International Residential Code or Section 403.8 of the O W/IN WITHIN International Mechanical Code shall be met with a high efficiency fan(s) JT. JOINT W.C. WATER CLOSET DEMOLITION GENERAL NOTES maximum 0.35 watts/cfm not interlocked with the furnace fan if resent ( )° (p )• L REV 2 - 07/01/2024 � W. WASHER Ventilation systems using a furnace including an ECM motor are allowed, that they to low in LAV. LAVATORY W.W.M. WELDED WIRE MESH provided are controlled operate at speed ventilation P E L L E T I E R +� S C H A A R LVL. LAMINATED -VENEER LUMBER WD. WOOD 1. THESE NOTES INDICATE THE GENERAL EXTENT OF DEMOLITION. REMOVE AND DISPOSE OF only mode. MATERIALS AND EQUIPMENT WHICH ARE NOT INCORPORATED IN NEW WORK OR (E) TO REMAIN. V i S i 0 n ju a s a A r c n l i e c i u- W MAX. MAXIMUM PROTECT ELECTRICAL SERVICE, WATER SERVICE AND OTHER TO THAT WHICH ARE TO REMAIN. 7.1 APPLIANCE PACKAGE 0.5 CREDITS All of the following appliances shall be new and installed in the dwelling 26911 98th Dr. NW, Suite B Stanwood, WA 98292 2. REFER TO REMAINDER OF ARCHITECTURAL PLAN(S) AND VERIFY NEW SYSTEM LAYOUTS PRIOR TO unit and shall meet the following standards: www.pelletierschaar.corn 36o-629-5375 J COMMENCING DEMOLITION. Dishwasher- Energy Star rated Refrigerator (if provided) - Energy Star rated 3. REMOVE ALL DEBRIS FROM SITE TO A LICENSED DISPOSAL SITE. Washing machine - Energy Star rated Dryer - Energy Star rated, ventless dryer with a minimum CEF rating of RES U B 06 4. COORDINATE WITH LOCAL UTILITY COMPANIES AND CITY OF EDMONDS FOR SHUT DOWN AND 5.2. No.:DRN: XXX CHK: XXX ©2017 PELLETIER +SCHAAR, L.L.C. Jul 03 2024 RECONNECT OF SERVICES. To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall show the appliance type and provide CITY OF EDMONDS 7 5. PROTECT ALL PUBLIC PUBLIC WAYS AND ADJACENT PROPERTIES. documentation of Energy Star compliance. At the time of inspection, all DEVELOPMENTDEPARTMENT 6946 L appliances shall be installed and connected to utilities. Dryer ducts and REGI TIERED RCHI ECT O 6. WORK SEQUENCES AND SCHEDULES TO BE APPROVED BY OWNER BEFORE WORK COMMENCES. exterior dryer vent caps are not permitted to be installed in the dwelling unit. 7. PROVIDE TEMPORARY BARRIERS AND FENCING TO GUARD AND PROTECT WORK AREA. DaVID ELLETIER AO. 1 Q STATE OF WASHINGTON 8. HAZARDOUS MATERIALS MAY BE EVIDENT AT THE SITE IF CONTRACTOR ENCOUNTERS Q ASBESTOS -CONTAINING OR OTHER HAZARDOUS MATERIALS NOT PREVIOUSLY INDICATED THEY 1/31/2024 ARE TO STOP WORK AND NOTIFY OWNER. Q GENERAL NOTES, LEGENDS & ABBREVIATIONS PHASING LEGEND 65'-1y2" EXISTING CONSTRUCTION TO REMAIN — _ = ITEMS TO BE DEMOLISHED NEW CONSTRUCTION N v— — — — — — — — — — — — — — J 11F 7L I EXISTING/ ALL CONC. SLAB L- 20'-2" ± OUTLINE OF EXISTING I / DECK TO REMAIN � J ALL EXISTING ( Q POSTS & FOOTINGS \I_ / TO REMAIN —J �\ ( 1rl1 20'-2� \ 20'-2"± +I 0 PROJECT NORTH LOWER FLOOR PLAN SCALE 1 /4"= 1'-0" 0' 4' 8' 2\ 1,,x/. xpge 9� EXISTING/ ALL CONC. SLAB NOTE: / FILED VERIFY LOCATION OF ALL NEW FOOTINGS COORDINATE WITH STRUCTURAL DRAWINGS TYP. \x ly- CRAWL SPACE ACCESS I / / 2'-0" 22'-0" ± I I I I I I I I — L_ — _ I I I I I I I I I I I I I I I I I L -� CONC.BUCK OUT - L- L----------- 10'-8" 13'-4" I I I I I EXIST. RETAINING WALL — —TO REMAIN — --------J 44'-2"± 24'-0"± NEW 18" MIN. CRAWL SPACE 16"X16" NOTE: VERIFY ALL / / FOUNDATION FOOTING DRAINS / VENTS -TYP, PROVIDE DRAINAGE 5 PLACES OUT OF CRAWL SPACE - SEE DETAILS A6.1 \ NOTE: CONNECT LL \ NEW FOOTING D INS / TO EXISTING H USE FOOTING DR INS 1 NEW STEM WALL ,wry 3'-5Y2" 7,-2„ 10'-7%2" \ 2' �M ^X N NOTE: FOR ALL NEW FOOTING, FOUNDATION AND OTHER STRUCTURAL DETAIL SEE STRUCTURAL DRAWINGS TYP NOTE: ALL DIMENSIONS SHOW +/- TO ALIGN WITH EXISTING CONSTRUCTION. CONTRACTOR TO VERIFY SEE NOTES COVER SHEET. REV 1 - 05/16/2024 2� REV 2 - 07/01/2024 P E L L E T I E R O S C H A A R Vision based Architectur 269u 98th Dr. NW, Suite B Stanwood, WA 98292 www.peIIetierschaar.c0m 36o-629-5375 NO.: XXXXXX DRN: XXX CHK: XXX © 2017 PELLETIER + SCHAAR, L.L.C. 6946 DAVID R-PELLETIER STATE OF WASHINGTON RESUB Jul 03 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Al ■ 1 /31 /2024 w U Z W W Z 3: m O z 0 Q w 06 a z 0 0 0 Q BUILDING PERMITS - LOWER FLOOR PLAN I PHASING LEGEND EXISTING CONSTRUCTION TO REMAIN _ = ITEMS TO BE DEMOLISHED NEW CONSTRUCTION AREA CALCULATIONS EXISTING LOWER FL FINISHED 1,842 S.F. EXISTING MAIN FL FINISHED 1,842 S.F. NEW MAIN FL FINISHED 31 S.F. TOTAL HEATED AREA 3,715 S.F. EXISTING PORCH & DECK TO REMAIN 458 S.F NEW PORCH & DECK 193 S.F. PLAN KEYNOTES 1O 110V COMBINATION SMOKE & CARBON MONOXIDE DETECTOR INTERCONNECT W/ BATTERY BACKUP TYP. O2. ROOF LINE ABOVE OR WALL BELOW. O3 90 CFM, I.E SONO BATH ENERGY STAR FANS WITH 4" SMOOTH DUCTING. (MIN. 90 CFM FOR CONTINUOUS OPERATING WHOLE HOUSE FAN IN ACCORDANCE WITH SEC. M1507.3.3(1) U.L. APPROVED PROPANE BURNING FIREPLACE O5 DRYER -VENT TO OUTSIDE EXHAUST TERMINATION - IN ACCORDANCE WITH IRC M 1507.3.4.4 O7 PROVIDE EMERGENCY ESCAPE OPENING IN ALL SLEEPING ROOMS MIN. 24" HIGH X 20" WIDTH AND 5.7 S.F. CLEAR OPEN AREA IN ACCORDANCE WITH IRC R310.1 22" X 30" ATTIC ACCESS - WITH MIN. UNOBSTRUCTED HEADROOM ABOVE HATCH OF 30" O9 RANGE WITH 300 CFM HOOD 10. 5/8" TYPE-X GWB ON ALL WALLS & CEILING AND AROUND ALL BEAMS AND POSTS. 11. SOLID CORE DOOR W/ SELF CLOSER 12. TOWEL WARMER (NOT USED) 13. 5/8" TYPE X GWB UNDER STAIR 14. ROD & SHELF NOTE: EXISTING WALLS, CEILING & FLOOR CAVITIES EXPOSED DURING CONSTRUCTION TO BE FILLED SOLID WITH BATT INSULATION LOWER FLOOR PLAN SCALE 1/4"= 1'-0" 2G' 'I n W U z W 0 Cn W ry O z O Q w J Q 06 U) z O 0 0 Q .JV.`JV `V `V``VV`r ..I.I IxI.I. . - rrI% . 1\ . +N PHASING LEGEND EXISTING CONSTRUCTION TO REMAIN _ = ITEMS TO BE DEMOLISHED NEW CONSTRUCTION AREA CALCULATIONS EXISTING LOWER FL FINISHED 1,842 S.F. EXISTING MAIN FL FINISHED 1,842 S.F. NEW MAIN FL FINISHED 31 S.F. TOTAL HEATED AREA 3,715 S.F. EXISTING PORCH & DECK TO REMAIN 458 S.F NEW PORCH & DECK 193 S.F. PLAN KEYNOTES 1O. 110V COMBINATION SMOKE & CARBON MONOXIDE DETECTOR INTERCONNECT W/ BATTERY BACKUP TYP. O2 ROOF LINE ABOVE OR WALL BELOW. O3 90 CFM, LE SONO BATH ENERGY STAR FANS WITH 4" SMOOTH DUCTING. (MIN. 90 CFM FOR CONTINUOUS OPERATING WHOLE HOUSE FAN IN ACCORDANCE WITH SEC. M1507.3.3(1) U.L. APPROVED PROPANE BURNING FIREPLACE O5 DRYER -VENT TO OUTSIDE EXHAUST TERMINATION - IN ACCORDANCE WITH IRC M 1507.3.4.4 O7 PROVIDE EMERGENCY ESCAPE OPENING IN ALL SLEEPING ROOMS MIN. 24" HIGH X 20" WIDTH AND 5.7 S.F. CLEAR OPEN AREA IN ACCORDANCE WITH IRC R310.1 22" X 30" ATTIC ACCESS - WITH MIN. UNOBSTRUCTED HEADROOM ABOVE HATCH OF 30" O9 RANGE WITH 300 CFM HOOD 10. 5/8" TYPE-X GWB ON ALL WALLS & CEILING AND AROUND ALL BEAMS AND POSTS. 11. SOLID CORE DOOR W/ SELF CLOSER 12. TOWEL WARMER (NOT USED) 13. 5/8" TYPE X GWB UNDER STAIR 14. ROD & SHELF NOTE: EXISTING WALLS, CEILING & FLOOR CAVITIES EXPOSED DURING CONSTRUCTION TO BE FILLED SOLID WITH BATT INSULATION MAIN FLOOR PLAN SCALE 1/4"= V-0" 65'-1y2" ± %LIGN WITH OR TO VERIFY C H A A R rchitectur wood, WA 98292 36o-629-5375 RESUB Jul 03 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ,1.2 1 /31 /2024 w U Z W W ry 3: ry O z 0 NO w 06 a z 0 0 0 Q .J V . `.J. �. V . `. XI.I. . � - I LM �.�,--.. �. �� R PLAN PL 1 A C%IAIn 1 r!'%rA1r-% ROOF PLAN SCALE 1/4"= 1'-0" 0' 4' 8' PROJECT NORTH w U Z W 0 C/) W ry AREV 1 - 05/16/2024 2� REV 2 - 07/01/2024 P E L L E T I E R + S C H A A R Vision juaa%--a Arcnitectu- 269u 98th Dr. NW, Suite B Stanwood, WA 98292 www.peIIetierschaar.c0m 36o-629-5375 NO.:XXXXXX DRN:XXX CHK:XXX R E S U B © 2017 PELLETIER + SCHAAR, L.L.C. Jul 03 2024 CITY OF EDMONDS DEVELOPMENT SERVICES 6946 REGI T]ECT DEPARTMENT RCHI DAVID . ELLETISTATE OF WASHINAl m3 1 /31 /2024 BUILDING PERMITS - ROOF PLAN LIVING ROOM FLOOR ELEVATION MAIN FLOOR ELEVATION _k AVERAGE GRADE _ ELEV.497.7' 2 BASEMENT LIVING RM ELEVATION BASEMENTOL ELEVATION EAST ELEVATION SCALE 1/4"= 1'-0" 0' 4' 8' FxICTlnlr NAAC(lI\IRV SOUTH ELEVATION SCALE 1/4"= 1'-0" 0' 4' 8' ELEVATIONS KEY NOTES: ( 1. ) COMPOSITION SHINGLES MATCH EXISTING OPAINTED FIBER CEMENT SHINGLES MATCH EXISTING OSTAINED CEDAR GAPPED HORIZONTAL BOARDS - SEE DETAILS OSTAINED CEDAR 6x6 POSTS - SEE DETAILS 5O 1X3 BATTENS @ 16" O.C. OVER HARDI PANELS (SMOOTH SIDE OUT) PAINTED O1X4 OVER 2X10 BARGE - TYP OPOWDER COATED METAL DOWNSPOUTS AND GUTTERS O2X4 HEAD AND JAMB TRIM W/ 2X4 SILL W/ 2X4 APRON PAINTED O2X10 BAND TRIM W/ FLASHING NOTE: ALL ROOF PITCH SHOWN TO BE FIELD VERIFIED W U Z W 0 C/) W ry AREV 1 - 05/16/2024 2� REV 2 - 07/01/2024 P E L L E T I E R +� S C H A A R Vision Architectu- 26911 98th Dr. NW, Suite B • Stanwood, WA 98292 www.pelletierschaar.com • 36o-629-5375 NO.: XXXXXX DRN: XXX CHK: XXX R E S U B © 2017 PELLETIER + SCHAAR, L.L.C. Jul 03 2024 CITY OF EDMONDS DEVELOPMENT SERVICES 6946 REGI T]ECT DEPARTMENT RCHI DAVID . ELLETISTATE OF WASHINA2ml 1 /31 /2024 BUILDING PERMITS -ELEVATIONS ELEVATIONS KEY NOTES: L IVING ROOM FLOOR ELE\ MAIN FLOOR ELEVATION OL BASEMENT LIVING RM ELI BASEMENT ELEVATION FYI.qTIN(', NAA.q(INRY WEST ELEVATION SCALE 1/4"= 1'-0" 0' 4' 8' NORTH ELEVATION SCALE 1/4"= 1'-0" 0' 4' 8' FYI.qTIN(; MA.gnNRY ROOM FLOOR ELEVATION LOOR ELEVATION IENT LIVING RM ELEVATION IENT ELEVATION 1O COMPOSITION SHINGLES MATCH EXISTING 2O. PAINTED FIBER CEMENT SHINGLES MATCH EXISTING OSTAINED CEDAR GAPPED HORIZONTAL BOARDS - SEE DETAILS 4O. STAINED CEDAR 6x6 POSTS - SEE DETAILS O1X3 BATTENS @ 16" O.C. OVER HARDI PANELS (SMOOTH SIDE OUT) PAINTED O1X4 OVER 2X10 BARGE - TYP 7O. POWDER COATED METAL DOWNSPOUTS AND GUTTERS O2X4 HEAD AND JAMB TRIM W/ 2X4 SILL W/ 2X4 APRON PAINTED O2X10 BAND TRIM W/ FLASHING NOTE: ALL ROOF PITCH SHOWN TO BE FIELD VERIFIED AREV 1 - 05/16/2024 REV 2 - 07/01/2024 P E L L E T I E R +� S C H A A R Vision Architectu- 26911 98th Dr. NW, Suite B • Stanwood, WA 98292 www.pelletierschaar.com • 36o-629-5375 NO.: XXXXXX DRN: XXX CHK: XXX © 2017 PELLETIER + SCHAAR, L.L.C. 6946 DAVID R-PELLETIER STATE OF WASHINGTON RESUB Jul 03 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A2m2 W U Z W 0 C/) W ry 1 /31 /2024 BUILDING PERMITS -ELEVATIONS 5 AFi.1 nIF\A/ RFDKA AT A� BUILDING SECTION A3.1 SCALE 1/4"= V-0" 0' 4' 8' B � BUILDING SECTION ��-i SCALE 1/4"= V-0" 0' 4' 8' w U Z W W ry 3: ry O Z O Q w 06 Q Z O 0 Q BUILDING PERMITS -BUILDING SECTIONS AREV 1 - 05/16/2024 22 REV 2 - 07/01/2024 P E L L E T I E R +� S C H A A R Vision Architectu- 26911 98th Dr. NW, Suite B • Stanwood, WA 98292 www.pelletierschaar.com . 36o-629-5375 NO.: XXXXXX DRN: XXX CHK: XXX R E S U B © 2017 PELLETIER + SCHAAR, L.L.C. Jul 03 2024 CITY OF EDMONDS DEVELOPMENT SERVICES 6946 REGI TERED DEPARTMENT RCHI ECT DAVID . ELLETIER STATE OF WASHINGTON A3ml 1 /31 /2024 t5/i0tIVICIN I r-Lr-V/-kI IVIN C � BUILDING SE A3.2 ) SCALE 1/4"= V-0" CTION 0' 4' 8' E BUILDING SECTION A3.2 SCALE 1/4"= 1'-0" 0' 4' 8' NC)TF• RFNAC)\/F FXI.qTINC; (;FII INC, AREV 1 - 05/16/2024 22 REV 2 - 07/01/2024 P E L L E T I E R +� S C H A A R Vision Architectu- 26911 98th Dr. NW, Suite B • Stanwood, WA 98292 www.pelletierschaar.com . 36o-629-5375 NO.: XXXXXX DRN: XXX CHK: XXX R E S U B © 2017 PELLETIER + SCHAAR, L.L.C. Jul 03 2024 CITY OF EDMONDS DEVELOPMENT SERVICES 6946 REGI TERED DEPARTMENT RCHI ECT SDTATIEDOF WASHINGTON A3m2 BUILDING PERMITS -BUILDING SECTIONS D � BUILDING SE A3.3 ) SCALE 1/4"= V-0" E � BUILDING SE A3.3 )SCALE 1/4"= V-0" / 1 niE:Xni oE:Ann cE= CTION ___ff::����� 0' 4' 8' CTION ___ff:::::::::���� 0' 4' 8' AREV 1 - 05/16/2024 22 REV 2 - 07/01/2024 P E L L E T I E R +� S C H A A R Vision Architectu- 26911 98th Dr. NW, Suite B • Stanwood, WA 98292 www.pelletierschaar.com . 36o-629-5375 NO.: XXXXXX DRN: XXX CHK: XXX R E S U B © 2017 PELLETIER + SCHAAR, L.L.C. Jul 03 2024 CITY OF EDMONDS DEVELOPMENT SERVICES 6946 REGI TERED DEPARTMENT RCHI ECT SDTATIEDOF WASHINGTON IA3m3 BUILDING PERMITS -BUILDING SECTIONS WINDOW SCHEDULE NO. STYLE LOCATION DIMENSIONS NOTES AREA TYPE VENT 1 LIVING RM EXISTING TO REMAIN 2 LIVING RM EXISTING TO REMAIN 3 LIVING RM EXISTING TO REMAIN 4 LIVING RM EXISTING TO REMAIN 5 E FIX LIVING RM 2/8x4/6 6 D FIX M. BEDROOM 3/8x2/6 7 D FIX M. BEDROOM 3/8x2/6 8 B CSMT M. BATHROOM 1/8x2/6 9 B CSMT M. BATHROOM 1/8x2/6 10 B CSMT M. BATHROOM 1/8x2/6 11 B CSMT GUEST BATH 1/8x2/6 12 A FIX ENTRY 2/2x6/0 13 A FIX ENTRY 2/2x6/0 14 A FIX ENTRY 2/2x6/0 15 C XOX KITCHEN 9/Ox3/10 SAFETY GLASS TOTAL WINDOW GLAZING # S.F. IL :1E A B c 0 D E Al t EXTERIOR DOOR SCHEDULE NO. LOCATION TYPE DIMENSIONS EXT NOTES AREA DOORATERIA FIRM 101 LIVING RM EXISTING TO REMAIN S.F. 102 GUEST BEDROOM DID 8/OX6/8 SL SAFETY GLASS 103 M. BEDROOM DID 8/OX6/8 SL SAFETY GLASS 104 ENTRY BB 3/OX6/8 XOX SAFETY GLASS 105 KITCHEN CC 6/0X6/8 FRENCH SAFETY GLASS G6 wB�rliivG AA X6i8.FO.l_DiN AFETY GL 1071 STG. - NOT USED EE 3/OX6/8 SWING NOT USED " TOTAt'DOVR" SIDE LIGHTS - MULLED FIELD VERIFY SIZE; SAFETY GLASS SAFETY GLASS - TYP cc Al NOT USED EE INTERIOR DOOR SCHEDULE NO. LOCATION TYPE DIMENSIONS ATERIA MATERIAL NOTES AREA DOOR FIRM 201 WATER CLOSET POCKET 2/8X6/8 S.F. 202 M. BATHROOM POCKET 3/OX6/8 203 W.I.C. SWING 2/6X6/8 204 M. BEDROOM SWING 2/6X6/8 205 LAUNDRY 2X SWING 3/OX6/8 206 GUEST BATH POCKET 2/6X6/8 NOT USED NOT USED 209 KIDS CLOSET 2X SWING 4/OX6/8 210 COATS CLOSET SWING 4/OX6/8 DOOR & WINDOW NOTES 1. SEE SHT. AO.1 FOR 2018 WSEC REQUIREMENTS; ALL EXTERIOR DOORS AND WINDOWS SHALL COMPLY. 2. SEE FLOOR PLAN FOR SLIDING / POCKET DOOR ACTIVE DOOR PANEL LOCATIONS AND DIRECTIONS. 3. SEE ELEVATIONS FOR OPERABLE WINDOW SASH DIRECTIONS. 4. ALIGN WINDOW AND DOORS HEADS - TYP. w 5. ENERGY CREDIT 1.1 SELECTED VERTICAL FENESTRATION U-VALUE = 0.24 1 AREV 1 - 05/16/2024 22 REV 2 - 07/01/2024 P E L L E T I E R + S C H A A R ViSion .,aaca Arcnitectu- 26911 98th Dr. NW, Suite B Stanwood, WA 98292 www.peIIetierschaar.c0m 36o-629-5375 NO.:XXXXXX DRN:XXX CHK:XXX © 2017 PELLETIER + SCHAAR, L.L.C. 6946 DAVID R-PELLETIER STATE OF WASHINGTON RESUB Jul 03 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A ml 1 /31 /2024 BUILDING PERMITS - DOOR & WINDOW SCHEDULES 5/8" x 2 1/2" PAINTED STEEL TOP RAIL =1\\ 1 x 6 CEDAR W/ 1/2" GAP 6" X 6" P.T. POST WRAP IN 1x j � STAINLESS STEEL CABLE 2 -1 X 8" PAINTED STEEL RAILS @ 3" O.C. STANCHIONS - TYP (2) 5/8" X 2 1/2" PAINTED STEEL STANCHION PLAN VIEW: CEDAR OR COMPOSITION DECKING JOISTS (SEE STRUCTURAL) j ENTRY PORCH PAVILION DETAIL SCALE: 3/4" =1'-0.. ENGINEERED TRUSSES @24" O.C. COMPOSITION ROOFING OVER 15# BUILDING PAPER SHEATHING - SEE STRUCTURAL SIDING (SEE ELEV.) OVER TYVEK OR EQUAL BLDG PAPER 1/2" CDX PLYWOOD FLASHING SIMPSON HANGERS 1x4 SOFFIT BEAM - SEE STRUCTURAL TYP. ARBOR DETAIL @ PORCH SCALE: 3/4" = 1'-0" 5/8" x 3" PAINTED STEEL TOP RAIL STAINLESS STEEL CABLE RAILS @ 3" O.C. 0 FLASHING 5/4" TRIM NOT USED NOT USED I HARDI WIDE TRIM METAL FLASHING 1/4" x 8" x 8" PAINTE 2X TRIIM STEEL PLATE W/ 1l LAGS - T) DECK STANCHION: SEE STRUCTURAL T) FLASHING EDGE 2X4 OVER 2X10 BARGE CONT. VENT IN 1x4 SOFFIT I IIII ICI (2)2X6 CEDAF (2)2X8 CEDAR METAL CAP FLASHING BEAM - SEE STRUCTURAL; WRAP W/ 1x 6X6 PRIES. TREAT POST/ WRAP W/1X TRIM COMP. DECK BOARDS OVER P.T. FURRING @ 16" O.C. OVER PROTECTION STRIPS PVC ROOFING OVER APA RATED EX. GRADE PLYWOOD JOISTS (SEE STRUCTURAL) — BEAM - SEE STRUCTURAL 6X6 PRIES. TREAT POST/ WRAP W/1X TRIM SIMPSON CB BASE, TYP. CONCRETE PLINTH CHAMFERED TOP NOTE: EASE ALL ARBOR TRELLIS END - TYP (2)2X6 CEDAR (2)2X8 CEDAR (2)2X8 CEDAR CAP FLA G — DEN FASTENING P.T. COLUMN CASE W/ 1 COMP. DECK BOARDS I I IIII lu I I I I I OVER P.T. FURRING @ 16" O.C. OVER ° PROTECTION STRIPS o PVC ROOFING OVER APA RATED EX. GRADE PLYWOOD JOISTS (SEE STRUCTURAL) NOT USED JOISTS - SEE STRUCTURAL 2 - 2x4 P.T. TOP PLATE 4" CONCRETE SLAB ON COMP. FILL (2)2X6 CEDAR Al (2)2X8 CEDAR CAP FLASHING BEAM - SEE STRUCTURAL HIDDEN FASTENING 6X6 PRIES. TREAT POST/ WRAP W/1X TRIM 5/8" x 3" PAINTED STEEL TOP RAI STAINLESS STEEL CABLE RAILS @ 3" O.C. X 6" CEDAR POS ENGINEERED TRUSSES @24" O.C. COMPOSITION ROOFING OVER 15# BUILDING PAPER SHEATHING - SEE STRUCTURAL 2x VENTED BLOCKS TYP FLASHING EDGE CONT. GUTTER 1X6 OVER 2X10 BARGE PORCH EAVE DETAIL SCALE: 3/4" = 1'-0" SIDING - SEE ELEVATIONS FLASHING COMP. DECK BOARDS OVER P.T. FURRING @ 16" O.C. OVER PROTECTION STRIPS PVC ROOFING OVER APA RATED EX. GRADE PLYWOOD JOISTS (SEE STRUCTURAL) NOT CONT. VENT IN 1x4 SOFFIT NEW DECK TO FLOOR DETAIL - NOT USED SCALE: 3/4" = 1'-0" FLASHING 5/4" TRIM 2X4 P.T. STUDS @ 16" O.0 CEDAR OR COMPOSITION DECKING JOISTS (SEE STRUCTURAL) REPLACED RETAINING WALL I I CRAWL SPAC� FOOTING -SEE WASHED4" DRAIN PIPE IN L GRAVEL COVER WITH FLTER L FOUNDATION PLAN F -1 MEMBRANE TO DRAIN I PORCH CRAWL - IN AND OUT L NOT USED 2x CEDAR CAP N/ SLOPE OUT 1 x 6 CEDAR W/ 1/2" GAP P.T. 2X4 STUDS @ 16" O.C. 1x4 SOFFIT BEAM - SEE STRUCTURAL CASE W/ 1x EXISTING WALL CONSTRUCTION EXISTING FLOOR JOISTS EXTEND WALL STUDS & CONNECT TO RIM CEDAR OR COMPOSITION DECKING JOISTS (SEE STRUCTURAL) 2X4 N I FUN VVALL AS REG SIDING (SEE ELEV.) OVER TYVEC OR EQUAL EXISTING WALL CONSTRUCTION FLASHING CEDAR OR COMPOSITION DECKING 2X P.T. LEDGER GRADE SLOP AWAY 1 GRADE SLOP AWAY CRAWL SPACE L�l 1 1 4" DRAIN PIPE IN NEW DECK TO FLOOR CONNECTION FOOTING - SEE WASHED GRAVEL SCALE: 3/4" = 1'-0" STRUCTURAL COVER WITH FILTER ♦ MEMBRANE TO DRAIN PORCH CRAWL - IN AND 3/4" T&G PLYWOOD (NAIL & GLUE) EXISTING FLOOR JOISTS EXISTING WALL CONSTRUCTION -- - - -- OUT NOTE: FILL ALL VOIDS COMPOSITION ROOFING OVER 15# SOLID W/ FILL BUILDING PAPER EXISTING SHEATHING COMPOSITION ROOFING OVER 15# EXISTING 2X6 BUILDING PAPER RAFTERS NEW 7" R-49 SOLID FILL SPRAY FOAM INSULATION 1/2" CDX PLYWOOD SHEATHING NEW SISTERED RAFTERS - SEE R-49 SPRAY FOAM INSULATION STRUCTURAL DRAWINGS F' FLASHING EDGE CONT. GUTTER �\ 1/2" CEILING GWB 1x6 OVER 2X10 BARGE EXISTING RAFTERS NEW RAFTERS CONT. VENT IN SISTERED - SEE 1/2" CEILING GWB 1x4 SOFFIT STRUCTURAL STEEL RIDGE BEAM - SEE SIDING (SEE ELEV.) 1/2" GWB STRUCTURAL; CASE W/ 1x OVER TYVEC OR EQUAL WALLS - FILL SOLID EXISTING WALL WITH INSULATION - CONSTRUCTION FIELD VERIFY NEW RIDGEBEAM DETAIL SCALE: 3/4" = 1'-0" EXISTING WALL CONSTRUCTION EXISTING FLOOR JOISTS 2x SOLID BLOCKING ROOF EAVE DETAIL SCALE: 3/4" = 1'-0" 5/8" x 3" PAINTED STEEL TOP RAIL SIDING - SEE STAINLESS STEEL ELEVATIONS CABLE RAILS @ 3" O.C. FLASHING - 0 COMP. DECK BOARDS 3/4" T&G LYWOOD M JULIETTE BALCONY - OVER P.T. FURRING & GLUE) STANCHIONS - SEE (NAIL 16" O.C. OVER STRUCTURAL PROTECTION STRIPS EXISTING FLOOR PVC ROOFING OVER JOISTS PAN @DOOR. APA RATED EX. GRADE PLYWOOD JOISTS (SEE STRUCTURAL) NEW P.T. 2x LEDGER CORD. WITH CONSTRUCTION NEW DECK TO FLOOR WITH STEPS - NOT USED SCALE: 3/4" = 1'-0" 5/8" x 2 1/2" PAINTED STEEL TOP RAIL STAINLESS STEEL CABLE SIDING - SEE RAILS @ 3" O.C. ELEVATIONS 0 M STANCHIONS - SEE DETAIL 1/A6.1 FLASHING EXISTING DECKING, DRIP DRAINING JOISTS (SEE STRUCTURAL) 2X RIM 2X P.T. LEDGER \ BEAM - SEE STRUCTURAL 4" DRAIN PIPE IN WASHED R-38 HIGH DENSITY INSULATION - GRAVEL COVER WITH FILTER MEMBRANE TO DRAIN HARDI SOFFIT BOARD PORCH CRAWL - IN AND OUT EXISTING FOUNDATION CONSTRUCTION 12 NEW CANTELIVERED FLOOR SCALE: 3/4" = 1'-01, A6.1 SCALE: 3/4" = 1'-01, A6.1 SCALE: 3/4" = 1'-01, A6.1 SCALE: 3/4" = 1'-0" 2" GWB 2x6 STUDS @ 16" O.0 R-21 BATT INSULATION - FILL VOID SOLID 3/4" T&G PLYWOOD (NAIL & GLUE) NEW FLOOR JOISTS - SEE STRUCTURAL FLASHING 2X10 TRIM 1/4" x 8" x 8" PAINTED STEEL - PLATE W/ 1/2" LAGS - TYP EXISTING WALL 2X10 TRIM - CONSTRUCTION NEW DECK TO FLOOR WITH STEPS DETAIL SCALE: 3/4" = 1'-0" EXISTING FLOOR JOISTS REV 1 - 05/16/2024 2� REV 2 - 07/01/2024 P E L L E T I E R O S C H A A R Vision based Architectur 269u 98th Dr. NW, Suite B Stanwood, WA 98292 www.pelletierschaar.corn 36o-629-5375 NO.: XXXXXX DRN: XXX CHK: XXX R E S U B © 2017 PELLETIER + SCHAAR, L.L.C. Jul 03 2024 CITY OF EDMONDS DEVELOPMENT SERVICES 6946 REGI TERED DEPARTMENT RCHI ECT DAVID . ELLETIER STATE OF WASHINGTON 1 /31 /2024 BUILDING PERMITS -BUILDING DETAILS Al � NEW UNDERFRAMAING EXISTING RAFTERS RAFTERS NEW RAFTERS 1/2" CEILING GWB SISTERED - SEE STRUCTURAL ROOF FRAMING DETAIL SCALE: 3/4" = 1'-01, METAL ROOFING OVER ROOFING MANF. APPROVED UNDERLAYMENT EXISTING SHEATHING METAL FLASHING 1X4 T&G SOFFIT SIDING (SEE ELEV.) OVER TYVEK OR EQUAL BLDG PAPER 1/2" CDX PLYWOOD 2X6 STUDS @16" O.C. EAVE DETAIL SCALE: 3/4" = 1'-01, NEW RAFTERS SISTERED - SEE STRUCTURAL EXISTING RAFTERS NEW 7" R-49 SPRAY FOAM INSULATION 1/2" CEILING GWB 2X6 STUDS @16" O.C. R-21 BATT INSULATION GRADE - SLOPE AWAY COME,,, 1 2X P.T. STF 4" COt C( STAIR DETAIL - NOT USED SCALE: 3/4" = 1'-01, BEAM & FOUNDATION - SEE STRUCTURAL AREV 1 - 05/16/2024 22 REV 2 - 07/01/2024 P E L L E T I E R O S C H A A R Vision based Architectur 269u 98th Dr. NW, Suite B Stanwood, WA 98292 www.peIIetierschaar.c0m 36o-629-5375 NO.: XXXXXX DRN: XXX CHK: XXX © 2017 PELLETIER + SCHAAR, L.L.C. 6946 DAVID R-PELLETIER STATE OF WASHINGTON RESUB Jul 03 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A6m2 1 /31 /2024 w U Z W W ry 3: ry O z 0 Q w 06 a z 0 0 0 Q BUILDING PERMITS -BUILDING DETAILS GENERAL NOTES ANY DISCREPANCIES FOUND AMONG THE DRAWINGS, THE SPECIFICATIONS, THESE GENERAL NOTES AND THE SITE CONDITIONS SHALL BE REPORTED TO THE ARCHITECT, WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING. ANY WORK DONE BY THE GENERAL CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE GENERAL CONTRACTOR'S RISK. THE GENERAL CONTRACTOR SHALL VERIFY AND COORDINATE DIMENSIONS AMONG ALL DRAWINGS PRIOR TO PROCEEDING WITH ANY WORK OR FABRICATION. THE STRUCTURE HAS BEEN DESIGNED TO RESIST CODE SPECIFIED VERTICAL AND LATERAL FORCES AFTER THE CONSTRUCTION OF ALL STRUCTURAL ELEMENTS HAS BEEN COMPLETED. STABILITY OF THE STRUCTURE PRIOR TO COMPLETION IS THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR. THIS RESPONSIBILITY INCLUDES BUT IS NOT LIMITED TO JOB SITE SAFETY; ERECTION MEANS, METHODS, AND SEQUENCES; TEMPORARY SHORING, FORMWORK, BRACING; USE OF EQUIPMENT AND CONSTRUCTION PROCEDURES. CONSTRUCTION OBSERVATION BY THE STRUCTURAL ENGINEER IS FOR GENERAL CONFORMANCE WITH DESIGN ASPECTS ONLY AND IS NOT INTENDED IN ANY WAY TO REVIEW THE CONTRACTOR'S CONSTRUCTION PROCEDURES. STANDARDS ALL METHODS, MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE 2018 INTERNATIONAL RESIDENTIAL CODE (IRC) AS AMENDED AND ADOPTED BY THE LOCAL BUILDING OFFICIAL OR APPLICABLE JURISDICTION. APPLICABLE STRUCTURAL PROVISIONS: • 2018 INTERNATIONAL BUILDING CODE (IBC) DESIGN CRITERIA VERTICAL LOADS AREA DESIGN DEAD LOAD LIVE LOAD ROOF 15 PSF 25 PSF (SNOW) OTHER ROOMS FLOORS 15 PSF 40 PSF (2) STAIRS ACTUAL 100 PSF (OR 300# PER TREAD) DECKS j ACTUAL j 60 PSF (1) LIVE LOAD REDUCTION NOT PERMITTED EXCEPT AS NOTED IN IBC SECTION 1607.10. (2) 30 PSF FOR SLEEPING AREAS SNOW: (MINIMUM ROOF SNOW LOAD = 25 PSF) Pg = 25 PSF = GROUND SNOW LOAD Pf = 0.7CeCt IsPg = FLAT ROOF SNOW LOAD Ps = CsPf = SLOPED ROOF SNOW LOAD Is = 1.0 Ce = 1.0, Ct = 1.0, Cs = VARIES LATERAL FORCES THE BUILDING MEETS THE CRITERIA TO USE THE "EQUIVALENT LATERAL FORCE PROCEDURE" PER ASCE 7-16. WIND: :0 - EXPOSURE CATEGORY = B - BASIC WIND SPEED, (3 SEC. GUST), VuLT = 110 MPH - WIND IMPORTANCE FACTOR, Iw = 1.0 - OCCUPANCY BUILDING CATEGORY PER TABLE 1-1 = II - INTERNAL PRESSURE COEFFICIENT (ENCLOSED) _ ± 0.18 - TOPOGRAPHIC FACTOR KZT = 1.00 SEISMIC: SEISMIC IMPORTANCE FACTOR! e = 1.0 RISK CATEGORY OF BUILDING PER TABLE 1.5-1 = II SPECTRAL RESPONSE ACCELERATIONS Ss = 1.289 & S1 = 0.454 SITE CLASS PER TABLE 20.3-1 = D DESIGN SPECTRAL RESPONSE ACCELERATIONS Sds = 1.032 SEISMIC DESIGN CATEGORY = D ANALYSIS PROCEDURE USED = SIMPLIFIED LATERAL FORCE ANALYSIS RESPONSE MODIFICATION FACTOR PER TABLE 12.2-1, R = 6.5 FOUNDATION DESIGN CRITERIA SOIL BEARING PRESSURE: 1500 PSF (ASSUMED)* ACTIVE PRESSURE - RESTRAINED: 55 PCF +14H SEISMIC SURCHARGE (ASSUMED) ACTIVE PRESSURE - UNRESTRAINED: 35 PCF +6H SEISMIC SURCHARGE (ASSUMED) PASSIVE RESISTANCE: 200 PCF (INCLUDES F.O.S. >_ 1.5) (ASSUMED) COEFFICIENT OF FRICTION:.35 (INCLUDES F.O.S. >_ 1.5) (ASSUMED) ALL FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH OR "STRUCTURAL BACKFILL". NATIVE EARTH BEARING SHALL BE SURFACE COMPACTED. AREAS OVER -EXCAVATED SHALL BE BACKFILLED WITH LEAN CONCRETE (F'c= 2000 PSI) OR "STRUCTURAL BACKFILL". AREAS DESIGNATED "STRUCTURAL BACKFILL" SHALL BE FILLED WITH APPROVED WELL -GRADED BANKRUN MATERIAL. MAXIMUM SIZE OF ROCK 4". FROZEN SOIL, ORGANIC MATERIAL AND DELETERIOUS MATTER NOT ALLOWED. COMPACT TO AT LEAST 95% OF ITS MAXIMUM DENSITY AS DETERMINED BY ASTM D1557. PROVIDE DRAINAGE AND DEWATERING AROUND ALL WORK TO AVOID WATER -SOFTENED FOOTINGS. FREE DRAINING BACKFILL MATERIAL FOR RETAINING & BASEMENT WALLS A CLEAN, FREE DRAINING, WELL GRADED GRANULAR MATERIAL CONFORMING TO ASTM D2487 GW OR SW WHOSE MAXIMUM PARTICLE SIZE DOES NOT EXCEED 3/4" AND WHOSE FINES CONTENT (MATERIAL PASSING THE NO. 200 SIEVE) DOES NOT EXCEED 5%, % PASSING U.S. NO. 200 SIEVE WITH A MAXIMUM DUST RATIO % PASSING U.S. NO. 40 SIEVE CONCRETE SUBSTITUTION REQUESTS, FOR PRODUCTS OTHER THAN THOSE SPECIFIED BELOW, SHALL BE SUBMITTED FOR APPROVAL A MINIMUM OF 2 WEEKS PRIOR TO BID, ALONG WITH CALCULATIONS THAT ARE PREPARED AND SEALED BY A REGISTERED PROFESSIONAL ENGINEER (LICENSED IN THE STATE IN WHICH THE PROJECT OCCURS) DEMONSTRATING THAT THE SUBSTITUTED PRODUCT IS CAPABLE OF ACHIEVING EQUIVALENT PERFORMANCE VALUES (MINIMUM) OF THE SPECIFIED PRODUCT USING THE APPROPRIATE DESIGN PROCEDURE AND/OR STANDARD(S) AS REQUIRED BY THE BUILDING CODE. CONCRETE ANCHORS: - ADHESIVE ANCHORS: HILTI HIT-HY 200 (ICC-ESR-3187) *CONCRETE SHALL BE A MINIMUM OF 21 DAYS OLD AT TIME OF INSTALLATION. *CONCRETE SHALL BE IN THE TEMPERATURE RANGE AS REQUIRED BY THE CONCRETE MANUFACTURER. *HOLE SHALL BY HAMMER -DRILLED ONLY. *HOLE SHALL BE DRY AT TIME OF INSTALLATION. *INSTALLER OF HORIZONTAL OR UPWARDLY INCLINED (ANY POSITION EXCEPT DIRECTLY DOWNWARD) ANCHORS SHALL ALSO BE CERTIFIED BY THE ACl/CRSI ADHESIVE ANCHOR INSTALLER CERTIFICATION PROGRAM. - EXPANSION ANCHORS: KWIKBOLT TZ (ICC ESR-1917) BY HILTI, INC. OR STRONG -BOLT 2 (ICC ESR-3037) BY SIMPSON STRONG TIE, INC. - SCREW ANCHORS: KWIK HUS-EZ (ICC ESR-3027) BY HILTI, INC. OR TITEN HD (ICC ESR-2713) BY SIMPSON STRONG TIE, INC. STRUCTURAL STEEL = 2/3 MAX. DETAILING, FABRICATION AND ERECTION CONCRETE: MODERATE WEATHERING POTENTIAL SHALL BE MADE WITH PORTLAND CEMENT SHALL BE MADE WITH PORTLAND CEMENT ASTM C-150 TYPE II OR TYPE I, COARSE AND FINE AGGREGATE ASTM C-33, WATER CLEAN AND POTABLE AND SHALL BE READY MIXED PER ASTM C-94. NO ALUMINUM (CONDUIT, MISCELLANEOUS ITEMS, ETC.) SHALL BE EMBEDDED IN ANY CONCRETE. COORDINATE FORMWORK AND FINISH TYPES ACCEPTABLE TO THE OWNER. MAX. MIN. AGGREGATE ITEM DESIGN f'c (PSI) W/C FLYASH GRADING NOTES (AT 28 DAYS U.N.O.) RATIO O(PCY) G ASTM AASHTO SLAB ON GRADE 2500 0.45 100 57 OR 67 1 FOUNDATIONS - UNO 2500 0.50 -- 57 OR 67 STEM WALLS 2500 0.45 100 57 OR 67 CONCRETE MIX NOTES: 1. FIBROUS CONCRETE REINFORCEMENT SHALL BE "FIBERMESH" MANUFACTURED BY PROPEX CONCRETE SYSTEMS OR PRE -APPROVED EQUAL. DOSAGE SHALL FOLLOW MANUFACTURER'S RECOMMENDATION BUT NOT LESS THAN 1.5 LB/CU. YD. 2. PROVIDE 3000 PSI AT 28 DAYS MINIMUM FOR DURABILITY AT BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS, PORCHES, CARPORT SLABS AND STEPS EXPOSED TO THE WEATHER AND FOR ALL GARAGE FLOOR SLABS. CONCRETE SHALL BE AIR ENTRAINED CONFORMING TO ASTM C-260. TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) SHALL NOT BE LESS THAN 5% OR MORE THAN 7%. PLACE CONCRETE: PER ACI 304 AND CONFORM TO ACI 305 AND 306 FOR HOT AND COLD WEATHER PLACEMENT AND CURING PROTECTION. USE INTERIOR MECHANICAL VIBRATORS WITH 7000 RPM MINIMUM FREQUENCY. DO NOT OVER -VIBRATE. CONCRETE SHALL BE POURED MONOLITHICALLY BETWEEN CONSTRUCTION OR EXPANSION JOINTS. PROTECT ALL FRESHLY PLACED CONCRETE FROM PREMATURE DRYING, EXCESSIVE HOT OR COLD TEMPERATURE FOR SEVEN DAYS AFTER POURING. C.Rnt IT NON -SHRINK GROUT: GROUT SHALL CONFORM TO CRD-C621. F'c = 5000 PSI IN 28 DAYS. FILL OR PACK ENTIRE SPACE UNDER PLATES OR SHAPES. FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR PREPARATION, INSTALLATION, AND CURING. REINFORCING STEEL REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60. DETAIL, FABRICATE AND PLACE PER ACI 315 AND ACI 378. LAP SPLICES SHALL BE 48 BAR DIAMETERS UNLESS NOTED OTHERWISE. PROVIDE CORNER BARS AT ALL HORIZONTAL BARS IN FOOTINGS AND WALLS. WELDED WIRE REINFORCEMENT SHALL CONFORM TO A185. LAP ONE FULL MESH ON SIDES AND ENDS BUT NOT LESS THAN 8 INCHES. PLACE AT MID -DEPTH OF SLAB OR AS SHOWN. POST -INSTALLED ANCHORS POST -INSTALLED ANCHORS: SHALL ONLY BE USED WHERE SPECIFIED ON THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL OBTAIN APPROVAL FROM THE STRUCTURAL ENGINEER PRIOR TO INSTALLING POST -INSTALLED ANCHORS IN PLACE OF MISSING OR MISPLACED CAST -IN -PLACE ANCHORS. CARE SHALL BE TAKEN IN PLACING POST -INSTALLED ANCHORS TO AVOID CONFLICTS WITH REBAR. INSTALL IN ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. INSTALLER SHALL BE QUALIFIED AND TRAINED BY THE MANUFACTURER. HOLES SHALL BE HAMMER DRILLED ONLY (ROTARY DRILLED ONLY AT UNREINFORCED MASONRY - NO HAMMER TOOLS). ALL WORKMANSHIP SHALL CONFORM TO THE AISC MANUAL OF STEEL CONSTRUCTION, 14TH EDITION. MATERIAL PROPERTIES WIDE FLANGE SECTIONS: ASTM A992 (Fy = 50 KSI) OTHER SHAPES AND PLATES: ASTM A36 (Fy = 36 KSI) TYP. U.N.O.; ASTM A572 (Fy = 50 KSI) WHERE INDICATED HOLLOW STRUCTURAL SECTIONS: RECTANGULAR & SQUARE - ASTM A500 GRADE B (Fy = 46 KSI) ROUND - ASTM A500 GRADE B (Fy = 42 KSI) STRUCTURAL STEEL PIPES: ASTM A53, GRADE B, TYPE E OR S (Fy = 35 KSI) MACHINE BOLTS (M.B.): ASTM A307, GRADE A ANCHOR BOLTS (A.B.): ASTM F1554, GRADE 55, UNLESS OTHERWISE NOTED, ASTM F1554, GRADE 105 WHERE INDICATED. WELDING STRUCTURAL STEEL: WELD IN ACCORDANCE WITH "STRUCTURAL WELDING CODE" AWS D1.1. CERTIFICATION : ALL WELDING SHALL BE PERFORMED BY WABO/AWS CERTIFIED WELDERS. WELDERS SHALL BE PREQUALIFIED FOR EACH POSITION AND WELD TYPE WHICH THE WELDER WILL BE PERFORMING. ELECTRODES: USE E70 ELECTRODES. GENERAL REQUIREMENTS ADHESIVE ANCHOR RODS: ASTM F1554, GRADE 36 UNLESS NOTED OTHERWISE. FINISH: STRUCTURAL STEEL SHALL BE PRIMER PAINTED, UNLESS NOTED OTHERWISE. WHERE STRUCTURAL STEEL IS NOTED TO BE GALVANIZED, IT SHALL BE HOT -DIP GALVANIZED IN ACCORDANCE WITH ASTM A123, A384, AND A385. STRUCTURAL DRAWING INDEX SHEET NUMBER SHEET DESCRIPTION S0.0 GENERAL NOTES S0.1 GENERAL NOTES S1.0 FOUNDATION & ROOF FRAMING PLAN S1.1 UPPER FLOOR FRAMING PLAN S2.0 FOUNDATION & ROOF FRAMING PLAN S3.0 SHEARWALL AND HOLDOWN LAYOUT S4.0 FOUNDATION DETAILS S4.1 FOUNDATION DETAILS S5.0 ROOF FRAMING DETAILS S6.0 SHEARWALL SCHEDULE AND STRAP DETAIL Grand total: 10 U 0- W w O z co J O I..L z N Q a) �rn Q� U��c� U � p a c�co� C)f m EcOco H0 co N N 0 N co O C/) �w w N 150Q �� z � o o d ss 4o,�w 4 W U Z W 0 (n o W o m -rn Z �� Q(1i U O 0-0 N O w of o LL a_ m co E co w RESUB Jul 42024 CITY OF LMMONDS EVELOPMHMT SERVICES DE AIWMENT N O w rn Z m co Q O N M14:11 SO-0 CARPENTRY: NAILS: CONNECTION DESIGNS ARE BASED ON "COMMON WIRE" NAILS WITH THE FOLLOWING PROPERTIES: PENNYWEIGHT DIAMETER (INCHES) LENGTH (INCHES) TRACKER** COLOR CODED NAILS 8d 0.131 2-1/2 BLUE 10d 0.148 3 PURPLE 16d 0.162 3-1/2 ORANGE 20d 0.192 4 - FOR DIAPHRAGM OR SHEAR WALL NAILING THE FOLLOWING FASTENER TYPES MAY BE USED AT EQUIVALENT SPACING TO THAT SPECIFIED ON PLANS: FASTENER TYPE DIAMETER LENGTH EQUIVALENT SPACING TRACKER** COLOR (INCHES) (INCHES) (INCHES) CODED NAILS 8d COMMON WIRE 0.131 2-1/2 6 4 3 BLUE 8d "DIPPED GALV. BOX" 0.131 2-1/2 6 4 3 - 8d "SHINY BOX" 0.113 2-1/2 4-1/2 3 2-1/2 YELLOW 12 GA. STAPLES 0.1055 1-7/8* 6 5-1/2 4 - 14 GA. STAPLES 0.080 1-1/2* 6 4 3 - 15 GA STAPLES 0.072 1-1/2* 5 3 2-1/2 - 10d COMMON WIRE 0.148 3 6 4 3 PURPLE 10d "HOT DIPPED GALV. BOX" 0.148 3 6 4 3 - 10d "SHINY BOX" 0.128 3 4-1/2 3 2-1/4 WHITE *BASED ON 15/32" PLYWOOD OR OSB. **REFERENCE TO COLOR CODED NAILS PER TRACKERS SYSTEM. WOOD SHEATHING (STRUCTURAL): SHEATHING SHALL BE PLYWOOD OR ORIENTED STRAND BOARD. PLYWOOD SHEATHING SHALL BE 5-PLY MINIMUM WHERE INDICATED AS 3/4" OR THICKER. WOOD SHEATHING SHALL BE "STRUCTURAL I" CONFORMING TO PS1-09 AND/OR PS2-10. ALL PANELS SHALL BEAR THE STAMP OF AN APPROVED GRADING AGENCY. SPAN RATING SHALL BE PROVIDED AS FOLLOWS: ROOF FRAMING AT 32"O.C. (48/24); ROOF FRAMING AT 24"O.C. (32/16); WALLS (32/16); FLOORS (48/24) ALL WOOD SHEATHED WALLS SHALL BE BLOCKED AT ALL PANEL EDGES UNLESS NOTED OTHERWISE. GLUE -LAMINATED MEMBERS: CONFORM TO ANSI/AITC A190.1. MEMBERS SHALL BE COMBINATION 24F-V4 DOUGLAS FIR (DF) FOR SIMPLE SPANS AND 24F-V8 DF FOR CANTILEVERED SPANS (Fb=2400 PSI, Fv=265 PSI, E= 1.8X10^6 PSI) AND DF COMBINATION 2 FOR COLUMNS. ARCHITECTURAL APPEARANCE GRADE WHERE EXPOSED TO VIEW; INDUSTRIAL APPEARANCE GRADE WHERE NOT EXPOSED TO VIEW. ALL MEMBER TO HAVE EXTERIOR GLUE AND HAVE AITC OR APA-EWS STAMP. CAMBER AS SHOWN ON STRUCTURAL DRAWINGS. FRAMING LUMBER: STANDARDS. EACH PIECE SHALL BEAR THE GRADE TRADEMARK OF THE WEST COAST LUMBER INSPECTION BUREAU (WCLIB), WESTERN WOOD PRODUCTS ASSOCIATION (WWPA), OR OTHER AGENCY ACCREDITED BY THE AMERICAN LUMBER STANDARD COMMITTEE (ALSC) TO GRADE UNDER ALSC CERTIFIED GRADING RULES. SPECIES AND GRADE (BASE DESIGN VALUE) 1. 6x BEAMS AND HEADERS. "DOUG FIR -LARCH" NO. 1 (Fb=1350 PSI, Fv=170 PSI) 2. 2x TO 4x JOISTS, PURLINS AND HEADERS. "DOUG FIR -LARCH" NO. 2 (Fb=900 PSI, Fv=180 PSI) OR "HEM -FIR" NO. 1 (Fb=975 PSI, Fv=150 PSI) 3. 6x POSTS AND COLUMNS. "DOUG FIR -LARCH" NO. 1 (Fc=1000 PSI) 4. EXTERIOR STUDS, INTERIOR BEARING WALLS AND 4x COLUMNS. "DOUG FIR -LARCH" NO. 2 (Fb= 900 PSI, Fc= 1350 PSI) OR "HEM -FIR" NO. 1 (Fb=975 PSI, Fc=1350 PSI). 5. INTERIOR NON -BEARING STUD WALLS. "DOUG FIR -LARCH" NO. 2 (Fb=900 PSI. Fc=1350 PSI) OR "HEM -FIR" NO. 1 (Fb=975 PSI, Fc=1350 PSI) STRUCTURAL COMPOSITE LUMBER (SCL): SHALL BE MANUFACTURED BY WEYERHOUSER, OR PRE -APPROVED EQUAL IN ACCORDANCE WITH APPROVED SHOP AND INSTALLATION DRAWINGS CONFORMING TO A CURRENT ICC EVALUATION REPORT. MIINIMUM DESIGN VALUES: 1. 2x LVL: Fb = 1700 PSI, Fv = 285 PSI, E = 1300 KSI 2. 1-3/4" LVL: Fb = 2600 PSI, Fv = 285 PSI, E = 1800 KSI 3. 3-1/2" LVL: Fb = 2900 PSI, Fv = 285 PSI, E = 2000 KSI 4. 5-1/4" LVL: Fb = 2900 PSI, Fv = 285 PSI, E = 2000 KSI 5. RIMBOARD:APA/EWS PERFORMANCE RATED RIM (PRR-401) 1-1/4" MINIMUM THICKNESS PRESERVATIVE TREATED WOOD REQUIREMENTS: TREATMENTS OTHER THAN THOSE LISTED BELOW ARE NOT PERMITTED. APPLICATION SPECIFIED MATERIAL PRESERVATIVE CONNECTORS & TREATMENT (1) FASTENERS (2)(3) FOUNDATION SILL PLATES, 2x, 4x, 6x (FIR), OR SBX GALV (G60) >- TOP PLATES & LEDGERS GLULAM (SP) Uj p ON CONCRETE OR ACQ, CBA, CA GALV (G185) MASONRY WALLS (4) p FRAMING, DECKING, 2x, & 4x (FIR) ACQ, CBA, CA GALV (G185) 0- X POSTS & LEDGERS 2x, & 4x (CEDAR) NONE GALV (G90) w w BEAMS & COLUMNS 6x (FIR), OR GLULAM (SP) ACQ, CBA, CA GALV (G185) 6x OR GLULAM (CEDAR) NONE GALV (G90) 1. CCA: CHROMATED COPPER ARSENATE NOT PERMITTED SBX: DOT SODIUM BORATE ACQ: ALKALINE COPPER QUAT CBA & CA: COPPER AZOLE FIR: DOUG-FIR OR HEM -FIR SP: SOUTHERN PINE GENERAL REQUIREMENTS: PROVIDE MINIMUM NAILING PER IBC TABLE 2304.10.1 OR MORE, AS OTHERWISE SHOWN. STAGGER ALL NAILING TO PREVENT SPLITTING OF WOOD MEMBERS. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESERVATIVE TREATED WITH THE EXCEPTION OF INTERIOR CONCRETE TOPPINGS ON WOOD FLOOR SYSTEMS. HOLES AND CUTS IN 3x OR 4x PLATES SHOULD BE TREATED WITH A 9% SOLUTION OF COPPER NAPHTHENATE. BOLT HOLES IN WOOD MEMBERS SHALL BE A MINIMUM OF 1/321, TO A MAXIMUM OF 1/16" LARGER THAN THE BOLT DIAMETER. PROVIDE CUT WASHERS WHERE BOLT HEADS, NUTS AND LAG SCREW HEADS BEAR ON WOOD. PROVIDE A MINIMUM 3"x3"x0.229" PLATE WASHER ON ALL ANCHOR BOLTS WHICH CONNECT MUD SILLS TO FOUNDATION. DO NOT NOTCH OR DRILL STRUCTURAL MEMBERS, EXCEPT AS ALLOWED BY IBC SECTIONS 2308.4.2.4, 2308.5.9, 2308.5.10 AND 2308.7.4 OR AS RESTRICTED BY PLANS OR DETAILS, OR AS APPROVED PRIOR TO INSTALLATION. REFER TO PRESERVATIVE TREATED WOOD REQUIREMENTS IN THESE GENERAL NOTES FOR GALVANIZING REQUIREMENTS FOR CONNECTORS AND FASTENERS. FASTENING SCHEDULE FOR WOOD STRUCTURAL MEMBERS (UNLESS NOTED OTHERWISE ON PLANS) ITEM TYPE. CONNECTION RAFTER OR TRUSS TO TOP PLATE TOENAIL & CONNECTOR (3) 16d H2.5 @ 48" O.C. CEILING JOIST TO TOP PLATE TOENAIL (3) 8d CEILING JOIST TO PARALLEL RAFTER FACE NAIL (3) 16d CEILING JOIST: LAP OVER PARTITION FACE NAIL (3) 16d COLLAR TIE FACE NAIL (3) 16d BLOCKING TO RAFTER TOENAIL (3) 8d RIM BOARD TO RAFTER END NAIL (2) 16d TOP PLATE TO TOP PLATE FACE NAIL (2) 16d @ 12" O.C. TOP PLATE AT INTERSECTIONS FACE NAIL (4) 16d TOP PLATE LAP FACE NAIL (8) 16d STUD TO STUD FACE NAIL (2) 16d @ 24" O.C. HEADER TO HEADER FACE NAIL 16d @ 16" O.C. EA. EDGE TOP OR BOTTOM PLATE TO STUD END NAIL (2) 16d STUD TO SOLE PLATE TOE NAIL END NAIL (4) 8d (2) 16d BOTTOM PLATE TO FLOOR JOIST AT BRACED PANEL TOE NAIL FACE NAIL 16d @ 16" O.C. (3) 16d @ 16" O.C. JOISTS TO TOP PLATE, SILL OR GIRDER TOE NAIL (4) 8d BRIDGING TO JOIST TOE NAIL (2) 8d BLOCKING TO JOISTS TOE NAIL (3) 8d BLOCKING TO TOP PLATE TOE NAIL (3) 8d RIM JOIST TO JOIST FACE NAIL (3) 16d RIM JOIST TO SILL OR TOP PLATE CONNECTOR A35 @ 24" O.C. CONTINUOUS HEADER TO STUD CONNECTOR A35 BUILT -CORNER STUDS FACE NAIL 16d @ 24" O.C. BUILT-UP BEAMS (PER LAYER) FACE NAIL 16d @ 16" O.C. EA. EDGE RAFTERS TO RIDGE BOARD TOE NAIL FACE NAIL (4) 16d (3) 16d RAFTERS TO HIP TOE NAIL FACE NAIL (4) 16d 3 16d FRAMING CONNECTORS: SHALL HAVE ICC APPROVAL AND BE MANUFACTURED BY SIMPSON STRONG -TIE COMPANY, SAN LEANDRO, CA., OR PRE -APPROVED EQUAL. PROVIDE MAXIMUM SIZE AND QUANTITY OF NAILS OR BOLTS PER MANUFACTURER, EXCEPT AS NOTED OTHERWISE. PROVIDE LEAD HOLES AS REQUIRED TO PREVENT SPLITTING OF WOOD MEMBERS. REFER TO PRESERVATIVE TREATED WOOD REQUIREMENTS IN THESE GENERAL NOTES FOR GALVANIZING REQUIREMENTS FOR CONNECTORS AND FASTENERS. LAG SCREWS: SHALL CONFORM TO ANSI/ASME STANDARD B18.2.1. LAG SCREWS SHALL BE OF A DIAMETER INDICATED ON DRAWINGS WITH A MINIMUM OF 8x DIA. EMBEDMENT IN SUPPORTING MEMBER UNLESS NOTED OTHERWISE. CLEARANCE HOLE FOR THE SHANK SHALL BE THE SAME DIAMETER AS THE SHANK AND THE SAME DEPTH OF PENETRATION AS THE UNTHREADED PORTION OF THE SHANK. THE LEAD HOLE FOR THE THREADED PORTION SHALL HAVE A DIAMETER EQUAL TO 60 TO 75 PERCENT OF THE SHANK DIAMETER AND A LENGTH EQUAL TO AT LEAST THE LENGTH OF THE THREADED PORTION. THE THREADED PORTION OF THE SCREW SHALL BE INSERTED IN ITS LEAD HOLE BY TURNING WITH A WRENCH. SOAP OR OTHER LUBRICANT SHALL BE USED ON THE SCREWS OR IN THE LEAD HOLE TO FACILITATE INSERTION AND PREVENT DAMAGE TO THE SCREW. LAG SCREWS SHALL NOT BE DRIVEN WITH A HAMMER. REFER TO PRESERVATIVE TREATED WOOD REQUIREMENTS IN THESE GENERAL NOTES FOR GALVANIZING REQUIREMENTS FOR CONNECTORS AND FASTENERS. METAL -PLATE -CONNECTED WOOD TRUSSES: SHALL BE MANUFACTURED AND INSTALLED WITHIN THE JURISDICTION REQUIREMENTS, AND DESIGNED AND DETAILED IN ACCORDANCE WITH ANSI/TP-1, INCLUDING BRACING AND WIND UPLIFT. PROVIDE 2x6 TOP CHORDS, AND 2x4 BOTTOM CHORDS AND WEBS, UNLESS COORDINATED AND APPROVED. TRUSSES SHALL BE DESIGNED TO CARRY THE LOADS LISTED IN THE DESIGN CRITERIA AND ANY ADDITIONAL LOADS INDICATED ON THE FRAMING PLANS AND DETAILS. TRUSSES INDICATED ON PLANS ARE FOR TYPICAL UNIFORMLY LOADED CONDITIONS. MANUFACTURER SHALL PROVIDE ADDITIONAL OR SPECIAL TRUSSES AS REQUIRED TO SUPPORT SPECIAL LOADING CONDITIONS AS INDICATED ON DRAWINGS. PROVIDE INSTALLATION FRAMING PLANS AND DRAWINGS. PROVIDE CERTIFICATE OF CONFORMANCE FROM AN INDEPENDENT TESTING LABORATORY OR A LICENSED PROFESSIONAL ENGINEER CERTIFYING THAT THEY HAVE INSPECTED THE FINISHED TRUSSES AND THAT ALL TRUSSES ARE CONSTRUCTED IN CONFORMANCE WITH THE TRUSS DESIGN DRAWINGS. I -JOISTS: SHALL BE APA EWS PERFORMANCE RATED I -JOISTS (PRI) OR PRE -APPROVED EQUAL. I -JOISTS SHALL BE MANUFACTURED IN CONFORMANCE WITH APA PRI-400 CONFORMING TO APPROVED SHOP AND INSTALLATION DRAWINGS. U J J 0— J H H i Y >O> z N J rn o<co0 U R m O N m co � m EcOW cu�U H N w W U Z W 0 U) LU Z O of m W O z J Q w z rw•^, V It N O N co o a� z w� 4 0 N 0 00 �m zQ m� -� � c N 0 co E (Dw 2. CONNECTORS: JOIST HANGERS, STRAPS, FRAMING CONNECTORS, COLUMN CAPS AND BASES, ETC. FASTENERS: MACHINE BOLTS, ANCHOR BOLTS AND LAG SCREWS WITH ASSOCIATED PLATE WASHERS AND NUTS. NAILS, SPIKES, WOOD SCREWS, ETC. RESUB 3. G60, G90 & G185 PER ASTM A653 FOR COLD -FORMED STEEL CONNECTORS. BATCH/POST HOT -DIP Jul 0�2024 CITY OF LMMONDS GALVANIZED PER ASTM A123 FOR CONNECTORS. HOT -DIP GALVANIZED PER ASTM A153 FOR FASTENERS EVELOPMRVICES DE AWMENMENT OR MECHANICALLY GALVANIZED FASTENERS PER ASTM B695, CLASS 55 OR GREATER. _ N Z W rn m cn co Q O � N SHEET U J J Of W O z y J O N �00 rn �Lo 0 Lo � � U M U) �HNW N CV Lo w w o �wv z �, U�� ---- — --- --- / / FT-2.0 � � ��� / / / L-- J h / FT-3.0 —� ` / / FT-3.5 / / \ 7 O / / PER DETAIL \ 3/S4.0 L— — — — — — — — — — — — — — — — — — — � w U W M _ L-- --- --- --- ---------- � BACK FILL TO / < o r I < 04 W — — — — --- --- --- EXTERIOR GRADE — — — — — — — I LEVEL(MIN)TOAVOID �� �� 00 _ WATER COLLECTION. < a) U < �NO w E a m co o_ co W / L— — — — — — — — — --- FT-2.0 I PER DETAIL \ / J 3/S4.0 \����/ LL I i 06 Z O I I I Q C� L_ J C) Z Z � J O Of ~ LL LL RESUB Jul 0�2024 CITY OFLMMONDS EVELOPMHMT SERVICES DEPAWMENT FOUNDATION FLOOR FRAMING PLAN 00 w� Z� 00 ¢p O 0 co N SCALE: 1/4 " = 1'- 0" SHEET Si.0 FOUNDATION NOTES: 1. DO NOT SCALE DRAWINGS, REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS. 2. BOTTOM OF EXTERIOR FOOTINGS SHALL BE MINIMUM 12" BELOW GRADE. 3. 4" CONCRETE SLAB OVER 6MIL VAPOR BARRIER ON 6" PF GRAVEL OR CRUSHED ROCK OVER FIRM UNDISTURBED SOIL OR ENGINEERED COMPACTED BACK -FILL. REINFORCE WITH 6 x 6 W1.4 x W1.4 WWF. 4. ALL WOOD IN CONTACT WITH CONCRETE SHOULD BE PRESSURE TREATED WOOD. 5. REFER TO GENERAL STRUCTURAL NOTES PAGE ON S0.0 FOR ADDITIONAL REQUIREMENTS. FOOTING SCHEDULES DIMENSIONS &REINFORCEMENT MAX CAPACITY LENGTH & ROUND LONG. & TRANS. TYPE (LBS) WIDTH DEPTH OPTION NO. SIZE SQ RND FT-1.5 18" 10" 18" f�l 3 #4 2750 2200 FT-2.0 24" 10" 24" Q1 4 #4 4750 3750 FT-2.5 30" 10" 30" Q1 5 #4 7500 6000 FT-3.0 36" 12" 36" Q1 5 #4 10500 8500 FT-3.5 42" 12" - 6 #4 15000 - FT-4.0 48" 12" - 8 #4 18500 - FT-5.0 60" 12" - 8 #4 30000 - IMPORTANT NOTE: EXTERIOR FOOTINGS W/ FROST DEPTH UP TO 12" ,USE 12" THICK FOOTING. FROST DEPTH GREATER THAN 12", PLEASE USE STANCHION AS SHOWN. (�) NOTES: 0 0, (2) 1. POST PER PLAN 2. SIMPSONABUPOST !2) (3) ° o° (3) .;,:. BASE PER PLAN 3. FOOTING PER PLAN • FT-X.X TYPICAL FOOTING TYPICAL ABU POST BASE TYPICAL ABU POST BASE CALL OUT CONNECTION W/ STANCHION ADDITIONAL NOTES 1. POSTS SHOWN ON THE FOUNDATION PLAN ARE THOSE DIRECTLY CONNECTED TO THE FOUNDATION WITH A HOEDOWN OR POST BASE CONNECTOR. 2. ALL FOOTINGS, FOUNDATIONS, EXCAVATIONS, GRADING, AND FILL SHALL COMPLY TO THE PROVISIONS OF THE INTERNATIONAL BUILDING CODE W/ LOCAL AMENDMENTS. 3. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL MEASUREMENTS AGAINST THE ARCHITECTURAL PLAN SET. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE FOR AND DESIGNER BEFORE FORMING AND/OR POURING CONCRETE. 4. ALL FOOTINGS CAPACITIES ARE SHOWN ABOVE BASED ON 1500 PSF SOIL BEARING PRESSURE. U FLOOR FRAMING NOTES: J 1. DO NOT SCALE DRAWINGS, REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS. 2. FLOOR SHEATHING SHALL BE Y4" TONGUE AND GROOVE A.P.A. U RATED PLYWOOD OR OSB PANELS. (EXPOSURE 1, SPAN RATING Ise 48/24). GLUE AND NAIL SHEATHING AT ALL FRAMED PANEL EDGES 1-- WITH 10d AT 6" O.C. AND TO ALL INTERMEDIATE FRAMING AT 12" O.0 Lu 3. HEADERS OVER DOORS AND WINDOW OPENINGS SHALL BE O z MINIMUM 4x10'S U.N.O. z Y 4. PROVIDE (2) STUDS MINIMUM AT EACH END OF ALL BEAMS U.N.O. O ON PLANS. BEAR BEAM FULLY ON BUILT UP COLUMN AND PROVIDE J Q POSITIVE CONNECTION BY EITHER A35 OR LTP4 CLIPS ON EACH W SIDE OF BEAM Q) � 5. ALL EXTERIOR WALLS SHALL BE SW1 U.N.O. 6. REFER TO GENERAL STRUCTURAL NOTE PAGE ON S0.0 FOR p U ADDITIONAL REQUIREMENTS U Q v 3: o 5 FLOOR BEAM SCHEDULE a) c6cC� m E cn ~ cO U 2FB-1: 5-1/2" x 12" 24F-V4 DF GLULAM cu � I— CN W 2FB-2: 3-1/2" x 10-1/2" 24F-V4 DF GLULAM (P.T.) (E) 2FB-3: 6x12 DF-L NO.2 (V.I.F.) 2FB-4: HSS 14x6x1/4 A500 Gr.B-46 HDR: 4 x 8 DF-L NO.2 (UP TO 4'); 4 x 10 DF-L NO.2 (UP TO 6'); 4 x 12 DF-L NO.2 (UP TO 8') POST & TRIMMER & WALL SCHEDULE ® (x3) 2x TRIMMERS + (x3) 2x KING STUDS. ® (x2) 2x TRIMMERS + (x2) 2x KING STUDS. ® POST BELOW X POST FROM ABOVE * ALL TRIMMERS AND KING STUDS SHALL CONFORM PER DETAIL 10/S5.0 UNLESS NOTED OTHERWISE. ® 6x6 POST ® 4x4 POST LOAD BEARING WALL PARTITION WALL ® 4x6 POST It N O N o ��� �w `N E- co z w� 4 LLl U Z LLl 0 (n o W o m -rn z � < Q vi U O (V O w O LL m co E (D W z Q J In z Q ry II_ ry 0 0 J LL_ WALL'S GUNUI I IUN PRIUR I U GUNS I RUG I IUN. N U..I w n n UPPER FLOOR FRAMING PLAN SCALE: 1 /4 " = 1'- 0" RESUB Jul 42024 CITY OF LMMONDS EVELOPM&fi SERVICES DEPAWMENT N O w w Z co 0 0 N SHEET S1.1 4x6 POST SS0 EXISTING 2x6 RAFTERS TO REMAIN 2 o (FJ ti pR EXISTING 2x6 RAFTERS 16" O.C. SISTER NEW 2X10 DF-L N0.2 RAFTERS / (F tip R �� 3 6x6 POST `DOWN TO RB-2 SO U J J W z co J O z � Q ~ �Qc�iU U 00 cma�o� � m E cO Wco I- CN W it 0�1 `� r N E Q o 4 N O N O �T � 1 4x6 POST DOWN S5.O TO RHDR-2, PER ss� DETAIL15/S5.0 BEAR ON HDR EXISTING WALL 4x6 POST 12 OVERFRAME Re 5 2 S5.0 R DR-2 0 3 2 S5.0 S5.0 p 6x6 POST 6 DOWN TO RB-3 RB-2 O Ss0 N � 5 S5.0 R �3 2x8 DF N0.2 RAFTERS elfo OVER FRAME T� @ 16" O.C. � 0 (E) HDR (E) HDR i o LU m U _ w PRE. MFR. TRUSSES LV S5.0 o R/pGF Q OVER FRAME U) o W o 1 5 S S 00 m -rn S5.0 S5.0 0 �3 z � Q � 13 � S5.0 w N o M E W W a � W Cfl W R '3 Re 3 Q J 4x6x1/2 STEEL POST, PER 2 z DETAIL 14/S5.0 S5.0 6 EXISTING 2x6 HF NO.2 Ss0 < RAFTERS @ 16" O.C. SISTER NEW 2X10 DF-L NO.2 RAFTERS L.L. LL O w O RESUB Jul 12024 CITY OF LMMONDS EVELOPM&fi SERVICES DEPAWMENT ROOF FRAMING PLAN wm co O N SCALE: 1 /4 " = 1'- 0" SHEET S2.0 ROOF FRAMING NOTES: 1. DO NOT SCALE DRAWINGS, REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS. 2. ROOF FRAMING SHALL BE PRE -MANUFACTURED ROOF TRUSSES AT 24" O.C. TRUSS DESIGN IS TO BE PROVIDED BY MANUFACTURER. 3. HEADERS OVER DOORS AND WINDOW OPENINGS SHALL BE MINIMUM 4X10 U.N.O. 4. PROVIDE (2) STUDS MINIMUM AT EACH END OF ALL BEAMS U.N.O. ON PLANS. BEAR BEAM FULLY ON BUILT UP COLUMN AND PROVIDE POSITIVE CONNECTION BY EITHER A35 OR LTP4 CLIPS ON EACH SIDE OF BEAM 5. REFER TO GENERAL STRUCTURAL NOTE PAGE ON S0.0 FOR ADDITIONAL REQUIREMENTS 6. PANELS SHALL NOT BE LESS THAN 4' X 8' EXCEPT AT BOUNDARIES AND CHANGES IN FRAMING WHERE MINIMUM PANEL DIMENSION SHALL BE 24". ROOF BEAM SCHEDULE RB-1: 5-1/2" x 12" 24F-V8 DF GLULAM RB-2: 5-1/2" x 13-1/2" 24F-V4 DF GLULAM RB-3: 6 x 10 HF N0.2 P.T (OR CEDAR) RB-4: HSS 14x6x1/4 A500 Gr.B-46 RHDR-1: 4 x 12 DF-L N0.2 RHDR-2: 5-1/2" x 13-1/2" 24F-V4 DF GLULAM HDR: 4 x 8 DF-L N0.2 (UP TO 4'); 4 x 10 DF-L N0.2 (UP TO 6'); 4 x 12 DF-L N0.2 (UP TO 8') ROOF SHEATHING SCHEDULE SNOW LOAD NOMINAL EDGE FIELD (UP TO) THICKNESS SPAN RATING NAILING NAILING 40LBS 7/16" 24/16 8d @ 6" O.C. 8d @ 12" O.C. 70LBS 15/32",1/2" 32/16 10d @ 6" O.C. 10d @ 12" O.C. 130LBS 19/32",5/8" 40/20 10d @ 6" O.C. 10d @ 12" O.C. 175LBS 23/32",3/4" 48/24 12d @ 6" O.C. 12d @ 12" O.C. • LONG DIMENSIONS PERPENDICULAR TO ROOF JOIST WITH EDGE SUPPORT R503.2.1.1(1). • NAIL SHEATHING AT ALL FRAMED PANEL EDGES AND TO ALL INTERMEDIATE FRAMING AS SHOWN ABOVE U.N.O. POST TRIMMER WALL SCHEDULE ® (x3) 2x TRIMMERS + ALL TRIMMERS AND KING (x3) 2x KING STUDS. STUDS SHALL CONFORM (x2) 2x TRIMMERS + PER DETAIL 10/S5.0 UNLESS ® (x2) 2x KING STUDS. NOTED OTHERWISE. ® 6x6 POST ® POST BELOW ® 4x4 POST X POST FROM ABOVE ® 4x6 POST LOAD BEARING WALL PARTITION WALL ADDITIONAL NOTES - PLEASE SUBMIT TRUSS MANUFACTURER'S TRUSS LAYOUT FOR OUR APPROVAL PRIOR TO CONSTRUCTION. 9 MSTC STRAP INSTALLED OVER DOUBLE TOP PLATE. CENTER BETWEEN NEW AND EXISTING WALL. Aswxx A WALL LEGEND REFER TO SHEARWALL SCHEDULE ON PAGE 5.0 ALL EXTERIOR WALLS SHALL BE SW1 UNLESS NOTED OTHERWISE SHEARWALL INTERIOR WALL (SHEATHING IS NOT REQ'D) U n U Ise Q� Lu w O z Y J O I..L z N Q O� U Lo �<00 U p a) (6 M ry m E cO co�1 V C1� F--- N W u Li � I O w I I U Z LU 0 Q Cn LLJ p o �00 Z � < O �Q� O�/ U w O LL (V O co m (D W z I O O M MSTC STRAP INSTALLED = OVER DOUBLE TOP PLATE. 0 CENTER BETWEEN NEW O z AND EXISTING WALL. Q J J Q ry O LU w 2 J Cn UPPER FLOOR SHEARWALL AND HOLDOWN LAYOUT RESUB Jul 42024 CITY OF LMMONDS EVELOPM&fi SERVICES DEPAWMENT N O w rn z co 0 0 N SCALE: 1 /4 " = 1'- 0" ti7:iaa: S3.0 NOTES: (1) (2) 4» NOTES: 1. BASE PLATE NAILING PER SHEARWALL SCHEDULE U 2 21 1. STEEL POST PER PLAN 2. EDGE NAILING 6" 6" NOTES: J J 2. 4" THICK STEEL BEARING PLATE WITH (2)" DIA. A.B. WITH 7" MIN 3. PLYWOOD SHEATHING 1. EXISTING CONCRETE RETAINING 3„ ® g EMBEDMENT. (POST INSTALLED ANCHORS CAN BE USING WITH 4. WOOD JOISTS PER PLAN WALL (5) SIMPSON SET-XP EPDXY) NOTES: u N 5. PLYWOOD WEB JOIST BLOCKING AT 24 O.C. 2. NEW CONCRETE RETAINING WALL 1) 3. EXISTING FOUNDATION WALL (14) (13) 6. (2) #4 BARS CONTINUOUS (AT TOP) 3. 1'-O" LONG #4 DOWELS @ 12" 1. ANCHOR BOLT PER SHEAR WALL SCHEDULE W ® 4. (3) 1" NON -SHRINK GROUT 7. 5/8" DIAMETER ANCHOR BOLTS PER SHEARWALL O.C. -EMBED 6" MINIMUM IN SIMPSON S.E.T. EPDXY 2) 2. SLOTTED PLATE WASHER O Z 0) SCHEDULE, EMBEDMENT PER GSN CONCRETE FOOTING co A 5. 44" DIA. HOLE WITH PLATE WASHER () (11) 8, VERTICAL REINFORCEMENT PER RETAINING WALL (3) 4. 3) 3. STANDARD CUT WASHER � � DETAIL 5. USE (2) BARS AT FOOTING TYPICAL BEARING PLATE (2) \ Q uJ (5) (5) 9. HORIZONTAL REINFORCEMENT PER RETAINING WALL _ Z N Q (1) (1) I DETAIL Y' � (2) O6 10. Ti=iTi=iTi=iTi=i RIM JOIST BY JOIST MANUFACTURER - ATTACH p (7) ii WITH (2) 10d NAILS PER BLOCK �� U Q c U (2) (4) (4) (8) 11. SIMPSON FWANZ CLIPS @ 12" O.C. (4) � ���� c� � o � TOP OF FDN. WALL �� � (12) 12. CONCRETE WALL. SEE RETAINING WALL DETAILS �,5�'�`O 00 E `0 (n (9) 13. SIMPSON CS16x4'-O" OVER BLOCKING N O 0 c I�Fj (3) II II II II II 14. (6) 10d NAILS PER BLOCK H N W SECTION A -A SECTION B-B STEEL COLUMN AT FOUNDATION WALL SCALE: N.T.S. (4) (5� NOTES: 1. EXISTING CONCRETE STEM WALL 2. EXISTING CONCRETE FOOTING 3. 1'-O" LONG #4 DOWELS - EMBED 6" MINIMUM IN SIMPSON S.E.T. EPDXY 4. NEW CONCRETE FOOTING 5. (1) #4 BAR CONTINUOUS FOOTING ADDITION AT EXISTING FOOTING TYPICAL FOUNDATION STEM WALL WITH PLYWOOD WEB JOIST SCALE: N.T.S. 6 MIN. BAR CLEARANCE BAR OFFSET db (5) (5) (7) (5) BEND AND HOOK DETAILS (10) (10) COLUMN TIES � lx (1) N NOTES: 1. LAP PER TYPICAL SCHEDULE 2. MAXIMUM 1/5 LAP BUT NOT (3) MORE THAN 6" 3. WIRE TIES SPLICE DETAIL 4. 1db (1" MINIMUM) 5. INSIDE BEND RADIUS: #3 TO #8 BARS = 3db #9 TO #11 BARS = 4db #14, #18 BARS = 5db �1 6. 4db (2 1/2" MINIMUM) 7. 12db 8. 6db (4" MINIMUM) (9) 9. 135° BEND BEAM STIRRUPS 10. BEND AROUND: 1 1/2" PIN FOR #3 BARS 2" PIN FOR #4 BARS 2 1/2" PIN FOR #5 BARS NEW CONCRETE WALL AT EXISTING CONCRETE WALL SCALE: N.T.S. CLASS "B" LAP SPLICE LENGTH (IN INCHES) f'c=2,500 PSI f'c=3,000 PSI f'c=4,000 PSI f'c=5,000 PSI REG TOP REG TOP REG TOP REG TOP #3 16 22 16 20 16 18 16 16 #4 32 42 30 38 26 34 24 30 #5 40 52 36 48 32 42 28 36 TYPICAL CONCRETE REINFORCING BARS LAP SPLICE SCHEDULE FOR REINFORCING IN CONCRETE SCALE: N.T.S. � ' % SCALE: N.T.S. NOTES: 1. FACE OF FOOTING 2. TOP OF SLOPE 3. H/3 BUT NEED NOT EXCEED 40 MAX 4. TOE OF SLOPE 5. H/2 BUT NEED NOT EXCEED 15' MAX 6. FACE OF STRUCTURE 1TJ FOUNDATION CLEARANCE FROM SLOPES SCALE: N.T.S. A 1 /1Tr"r`. A. TOP BARS ARE ANY HORIZONTAL BARS PLACED SO THAT MORE THAN 12" OF FRESH CONCRETE IS CAST IN THE MEMBER BELOW THE REINFORCEMENT. B. UNLESS NOTED OTHERWISE, LAP SPLICES IN CONCRETE BEAMS, SLABS, WALLS, AND FOOTINGS SHALL BE CLASS "B" TENSION LAP SPLICES. C. CONTACT STRUCTURAL ENGINEER IF CENTER -TO -CENTER SPACING OF REINFORCEMENT IS LESS THAN (3) BAR DIAMETERS (<3db). D. LAP SPLICES BASED UPON THE FOLLOWING STEEL PROPERTIES: #3 fy = 40 KSI #4 AND LARGER fy = 60 KSI c NOTCH DEPTH & BORED HOLE SEE TABLE BELOW. �a -+ zo HOLE EDGE DISTANCE 5/8" MIN. wzz d� o NOTE: BORED HOLES NOT PERMITTED d MIN. IN MORE THAN TWO CONSECUTIVE DOUBLE STUDS STUD SILL PLATE STUD SIZE BORED HOLES EXT. & BRN'G. WALLS NON-BRN'G. WALLS 2a4 1 7 16 2 1 8" 2g6 2 3 16 3 5 16" 2-2s4 2 1 8" 2-2s6 3 5 16" 3 5/16- NOTCH DEPTH STUD SIZE EXT. & BRN'G. WALLS NON-BRN'G. WALLS 2a4 7 8 1 7 16" 2z6 1 3 8 2 3 16" STUD NOTCHING/BORING LIMITS SCALE: N.T.S. SILL PLATE ANCHOR BOLT SLOTTED PLATE WASHER SCALE: N.T.S. 1 3/4" MAX. IF BORED HOLE EXCEED 1 3/4" IN 2s4 TOP PLATE OR 2 3/4" IN 2x6 PIPES THRU PLATES SCALE: N.T.S. NOTE: -IF NOTCH OR HOLE EXCEEDS 50% OF TOP PLATE WIDTH, STRAP BOTH SIDES OF PLATES. STAGGER STRAPS ® EA. SIDE. LOCATE ANCHOR BOLT 5" MIN. 9" MAX. AWAY FROM NOTCH OR END OF PLATE �SIMPSON RPS METAL STRAP, TYPICAL ® EACH PLATE CUT W/ (6) 16d's @ EACH SIDE. ANCHOR BOLTS PER PLANS w U Z w 0 Cn CD W o 00 �rn Q v� U O (V O w of 0 LL 0-1 o_ co E co W CD z Q ry LL 06 Z O Q C) r) J zQ w F- p w ~ LL 0 RESUB JUI 0t2024 CITY OFIMMONDS EVELOPMaXT SERVICES DE AWMENT N O w rn Z � p o N SHEET S4.0 NOTES: NOTES: U 1. 8" THICK CONCRETE STEM WALL (MINIMUM), 1. 8" THICK CONCRETE STEM WALL (MINIMUM), J WIDEN FOOTING AS REQ'D FOR VENEER - WIDEN FOOTNIG AS REQ'D FOR VENEER - SEE (2) SEE ARCHITECTURAL FOR ADDITIONAL (2) ADDITIONAL INFORMATION J INFORMATION (3) 2. (6) 10d NAILS PER BLOCK NOTES: NOTES: (9) 2. PLYWOOD SHEATHING (11) 3. PLYWOOD SHEATHING 1. DOUBLE EDGE NAILING 1. WOOD BEAM PER PLAN U (10) 3. WOOD JOISTS PER PLAN (12) 4. WOOD JOISTS PER PLAN 2. PLYWOOD SHEATHING 2. SIMPSON LU TYPE HANGER 4. (2) #4 BARS CONTINUOUS (AT TOP) 5. BLOCKING AT 24" O.C. (4) Q� w (3) (8) PROVIDE #4 BARS AT 10" O.C. HORIZONTAL (4) (10) (1) 3. WOOD JOIST PER PLAN (5) 3. WOOD JOIST PER PLAN 0 z 6. (2) #4 BARS CONTINUOUS (AT TOP) PROVIDE (2) co 5. 5/8" DIAMETER ANCHOR BOLTS PER #4 BARS AT 10" O.C. HORIZONTAL Y SHEARWALL SCHEDULE, EMBEDMENT PER 4. SIMPSON LU TYPE HANGER 4. DECKING ° II GSN (5) II 7. 5/8" DIAMETER ANCHOR BOLTS PER SHEARWALL 5. WOOD BEAM PER PLAN (1) 5. EDGE NAILING J 0 zN Q (4) SCHEDULE, EMBEDMENT PER GSNLu 6. #4 BARS AT 18 O.C. MAXIMUM, ALTERNATE (6) III � = BENDS IIIIII-IIII - 8. #4 BARS AT 18" O.C. MAXIMUM, ALTERNATE (5) BENDS > rn 7. 2 4 BARS AR CONTINUOUS IIIIIIIIIX O # I X 7 ° O Q o °D 9. 2 4 BARS CONTINUOUS 8. EDGE NAILING O # (2) Q c U 00 8 0) 00 10. EDGE NAILING (3) (3) U o (6) ° 9. RIM JOIST - ATTACH WITH (2) 10d NAILS O D � (4) m c6 co (7) • PER JOIST (9) D 11. RIM B JOIST -ATTACH WITH (2) 10d NAILS PER (5) pp cO CQ 0 � ITIII�I -III 10. BLOCKING/RIM JOIST ATTACHMENT PER -Ili-IliIIIIII -III SHEARWALL SCHEDULE l l 12. BLOCKING/RIM JOIST ATTACHMENT PER c6 LC) (n III - CO SHEARWALL SCHEDULE I— N LU 1'-4" MIN. 1'-4" MIN. N N O N TYPICAL FOUNDATION STEM WALL 2 TYPICAL FOUNDATION STEM WALL 3 WOOD JOIST AT WOOD BEAM 4 WOOD JOIST AT DECK BEAM SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. G o `�'yr o o 4 NOTES: (1) � (2) NOTES: 1. WOOD BEAM PER PLAN 1. CONCRETE SLAB ON GRADE 2. SIMPSON LU TYPE HANGER g D 2. SAWCUT - 1/8" WIDE x 1/4 4 1 1/2 (4) (4) ° SLAB THICKNESS IN DEPTH - NOTES: (5) 3. WOOD JOIST PER PLAN CUT SHALL BE MADE SOON - / () N \) 0 o 0 0 0 o ENOUGH TO PREVENT SHRINKAGE 1 N NOTES: 1 ° 000, ° °O ° ° CRACKING, BUT NOT TO CAUSE N (2) 1 GRADE CONCRETE SLAB ON 4. DECKING // SAW CUT JOINT V�/�V! SPALLING OF THE CONCRETE (2) 1. CONCRETE SLAB (1) 5. EDGE NAILING (1) (3) WHILE SAWING - WORK MUST BE (3) 2. (1) #4 BAR ACCOMPLISHED WITHIN (24) o o 2. KEYED JOINT - REMOVE FORM (4) CONTINUOUS TOP AND HOURS OF CONCRETE PLACEMENT MATERIAL PRIOR TO PLACING 1;7p D - - BOTTOM D ADJACENT CONCRETE ° ° 3. CONTINUOUS KEY - SEE TYPICAL ° D 3. TOOLED EDGE ° ° NOTES: z � D ° DETAIL °° -III 4. CONCRETE SLAB OR (3) (2 (2) (3) - A. ALL DIMENSIONS ARE t1/2" _III -III 00 FINISH GRADE AS 000, 0 NOTES: III III III III ° � :III ICI III � � , _ OCCURS „I�IIi� �i� � � � lill�i • �i� � � � co A. KEYED JOINTS NEED ONLY OCCUR KEYED JOINT "-III-IIIIII,III,-III z 1'-0" 6" 6" 1'-0" AT EXPOSED EDGES DURING 8" ° `'4 41 PLACEMENT UNLESS SPECIFICALLY NOTED ON THE PLANS KEYED JOINT WOOD JOIST AT DECK BEAM 6 CONTROL JOINTS (C.J.) IN CONCRETE SLAB ON GRADE 7 TYPICAL KEY IN CONCRETE 8 THICKENED EDGE CONCRETE SLAB SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. (1) NOTES: NOTES: NOTES: 1. DOUBLE EDGE NAILING 1. EDGE NAILING NOTES: 1. CORNER BARS SAME SIZE AND 2. PLYWOOD SHEATHING (1) 2. FULL HEIGHT 2x BLOCKING (1) 1. BEAM PER PLAN SPACING AS HORIZONTAL (2) (3) REINFORCING LAP PER GSN (24" (1) 3. WOOD JOIST PER PLAN 3. SIMPSON A35 CLIPS PER (3) 2. ECCQRL-SDS POST CAP PER PLAN W MINIMUM) (2) 4. SIMPSON LU TYPE HANGER (4) SHEARWALL SCHEDULE MIN. 24 (1) U 2. CONCRETE STEM WALL OR (2) 3. POST PER PLAN z FOOTING 5. WOOD BEAM PER PLAN 4. PLYWOOD SHEATHING w (2) (2) 3. ALTERNATE BENDS 5. WOOD JOIST PER PLAN _ ° p ° e o 4. REINFORCING PER PLANS AND/OR 6. STUD WALL BELOW (3) U)o DETAILS ° °00 (3) 7. SHEATHING AND ATTACHMENT PER m (4) (4) b (4) (5) SHEARWALL SCHEDULE z Q (5) (1) z (6) Q (7) O N o w ofME 0 a_ co(Dw PLAN -CORNER REINFORCING IN CONCRETE FOOTING STEM/WALL WOOD JOIST AT WOOD BEAM WOOD JOIST AT WOOD STUD WALL TYPICAL ECCQRL-SDS POST CAP CONNECTION 10 11 12 SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. Z 75 Q ry ILL (1) 06 Z (2) NOTES: 0 (1) NOTES: (3) (6) (8) 1. (E) WALL Q C� NOTES: (7) 2 (E) PLYWOOD SHEATHING � J 1. BEAM PER PLAN (1) 1. PRE MANUFACTURED GUARDRAIL (4) Z Q ° 3 (E) JOISTS PER PLAN p'-g" 0 J 2. ECCQ-SDS POST CAP PER PLAN 2. MINIMUM 2X8 RIM L ° 4• (E) RIM JOIST NOTES: U_ p 3. POST PER PLAN 3. " THICK STEEL PLATE (5) P ® ® ° (2) ° 5. EXISTING CONCRETE WALL 1. 2X LEDGER BOARD 4. DECKING ° IiI='IiI='IiI=''IiI-n p -III-III-III-III- TI-III-III-III-II LEDGER PER DETAIL 16 RES U B (4) ° 5. DECK JOISTS 6. 2. SIMPSON SDWS22400DB I-- (5) 6 Jul 0t2024 ° 6. >» DIA. THRU BOLT 7. SIMPSON LU TYPE HANGER (1) CITY OFIMMONDS l 1 EVELOPMaXT SERVICES DE AWMENT 7. SIMPSON DTT2Z 8. JOIST PER PLAN N o (3) LU z 00 M (7) a Q O CV 6 () (2) (3) SHEET TYPICAL ECCO POST CAP CONNECTION PRE MANUFACTURED GUARDRAIL DETAIL TYPICAL DECK ATTACHMENT LEDGER BOARD S4.1 SCALE: N.T.S. 14 SCALE: N.T.S. 15 SCALE: N.T.S. 16 SCALE: N.T.S. U n NOTES: NOTES: NOTES: 1. WOOD RAFTER PER PLAN NOTES: 1. EDGE NAILING 1. PLYWOOD SHEATHING U 1. CONTINUOUS FASCIA WITH (2) 10d 2. SIMPSON H1 CLIP AT EACH NAILS PER JOIST 2. SIMPSON JOIST HANGER 2. WOOD JOIST PER PLAN �/ W RAFTER 0 (4) (8) 2. PLYWOOD SHEATHING 3. RIDGE BEAM PER PLAN 3. EDGE NAILING co 3. WOOD STUD WALL (3) (1) (5) 3. EDGE NAILING (4) 4. SIMPSON LSTA30 AT 48" O.C. 3 () 4. (2) ROWS OF BLOCKING FOR 4. PLYWOOD SHEATHING (1) CENTERED ON RIDGE (1) (6) VENTING J O (9) (4) 4. 2x BLOCKING (5) 2 () Q Z 5. EDGE NAILING 5. PLYWOOD SHEATHING 5. WOOD BEAM PER PLAN �/ N Q (5) 5. 2x6 MIN AT 24" O.C. a) � rn (6) 6. SIMPSON A35 CLIPS AT 24" O.C. 6. ROOF JOIST PER PLAN 6. SIMPSON LSTA30 AT 48" O.C. (1) (5) 6. WOOD STUD WALL (4) CENTERED ON RIDGE 0 Q c U 7. SHEATHING AND ATTACHMENT PER (6) U ��005 \� SHEARWALL SCHEDULE (7) 7. RAFTER PER PLAN m c6 co (2) 8. WOOD FASCIA WITH (2) 10d 8. SIMPSON A35 @ 24 O.C. (2) N o L (3) NAILS PER RAFTER (6) (3) (5) cu � U N W (7) 9. 2x BLOCKING WITH (3) 16d NAILS PER BLOCK (8) ALTERNATE FOR 3/S5.0 N N WOOD RAFTER AT WOOD STUD WALL RAFTER AT WOOD STUD WALL RIDGE BEAM RIDGE BEAM 3 4 ��`��r 2 SCALE: N.T.S. SCLo ALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. G o CD o �� dss 40•�'4' 4 2x4 RAFTERS 24' O.0 SUPPORTED AT 6' O.C. W/2x4 VERTS TO RAFTERS ALTERNATE:2x6 RAFTERS 2x6 RIDGE BAORD U.N.O. NOTES: (1) 24' O.C. SUPPORTED AT 8' O.C. (1) 1. EDGE NAILING (1) (2) (4) W/2x6 VERTS TO RAFTERS (4x4 NOTES: (4) (5) NOTES: VERT. SUPPORTS HEIGHTS EXCEEDING 5'-0) (3) 1. WOOD TRUSS PER PLAN 2. RIDGE VENTS 1. CEILING FRAMING/BOTTOM CHORD (4) 2. SIMPSON H1 CLIP AT EACH 3. WOOD TRUSS PER PLAN 2. SIMPSON DTC CLIP AT EACH (5) TRUSS BOTTOM CHORD (2) 4. PLYWOOD SHEATHING (6) � 3. PLYWOOD SHEATHING (3) \ 3. WOOD STUD WALL 5. 2x SOLID BLOCKING (3) 4. EDGE NAILING 4. SIMPSON DTC CLIP AT 2' O.C. WITH RIDGE VENTS (1) 5. 2x BLOCKING WITH (3) 16d NAILS (3) 5. (2) 16D NAILS PER BLOCK (2) (1) 6. 2X4 FLAT AT 2' O.C. (6) 6. WOOD BEAM 4 () SHEATHING PER PLAN (7) 7. WOOD FASCIA WITH (2) 10d CON. UNDER NAILS PER TRUSS PERPENDICULAR TO FRAMING PARALLEL TO FRAMING 2x6 VALLEY BOARDS OVERFRAMING NAILED TO EACH RAFTER (5) W/(3) 16d NAILS (3) WITHOUT RIDGE VENTS TYPICAL OVERLAY FRAMING 6 WOOD TRUSS AT WOOD BEAM TRUSS RIDGE 8 INTERIOR NON -BEARING STUD WALLS AT WOOD TRUSSES SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. LOCATE HDR ® TOP OF WALLOR ® TOP NO HORIZ PW OF OPENING 0 CONTRACTOR'S OPTION JOINTS FOR INDICATED OTHERWISE BY NOTE: PROMp€ FULL BEARING UNDER GIRDER TRUSSES. MIN. 2X6 STUDS BUILT UP COLUMN LOCATION OF HDR'S WHERE REQ'D. LENGTH OF ARCHITECT OR ENGINEER. STRAP (3) (1) 0 UNDERSIDE OF TOP R - SEE NOTE NOTES: (4) FOR HDR SIZE NOTED ESSPLAN. iTd INTO EACH STUD TOP HEADER AND BEAM SCHEDULE FOR LOAD BEARING WALLS OR OTHERWSE ON BOOR PLAN. T & BOTTOM. P (U) 16d INTO & SOLID WOOD COL. 2X6 BLN 1. WOOD STUD WALL IN (2) 16d FULL LENGTH » 6 -0 MINIMUM LAP (2) TRIMMERS REQ'D KING STUDS REQ'D WALL R INSTALL STRAP OVER WALL SHEATHING Tom• BEHIND STRAP. SIMPSON MST 48 ® CHANGE IN WALL R HEIGHT. 1. TOP PLATE SPLICE 3 () 2. WOOD HEADER PER PLAN OPENING SIZE HEADER SIZE - 1 O OVER STUD ONLY. 2X4 2X6 2X4 2X6 16d NAILS @ 4 O.C. 3. (2) 16d TOENAILS - EACH UP TO 3'-6" SEE PLAN 1 1 1 1 - 2. DOUBLE TOP PLATE. w (4) SIDE, EACH END (2) 16d J (2)16d TOENAILS TOENAILS U (5) 4. (3) 16d NAILS AS SHOWN 3'-6"> TO -0" 5' SEE PLAN 2 1 2 2 (3) STUD B.U. COL (3) 16d TYP. ® CTR FULL HEIGHT TYP. EQ. EQ. 3. WOOD STUDS. Z TYP U.N.O. W/(1) FTO ULL HGT. STUD STUD (2) Uj 5. RUN VERTICAL STUDS UP 5'-0"> TO 8'-0" SEE PLAN 2 1 2 2 PLAN SIZEFSEE (1) HORIZ HDR CONN. L FACE OF COL 3 () 0 PAST HEADER AS SHOWN STUDS REQ'D FULL WIDTH STUDS TO 2X STUDS (6) „ 8 -0 > TO 10 -6 SEE PLAN 3 2 3 3 -LAM W/16d ® 6° D.C. TYP. MATCH WALL STUDS ® TOP -BUILT UP L. OR SEE PLAN FOR SIZE 6. „ (2) 16d NAILS AT 12 O.C. & BOTT. OF OPNS SOLID WOOD PLAN &LTRU S BRGD(W.)ST w (8) 10'-6"> TO 16'-0" SEE PLAN 4 3 3 3 STUD ADDITIG HDR C) 8. DOUBLE STUDS UNDER SIMPSON A35 BRG. WHERE ., O) HEADER BEARINGS FOR WHERE OPENING MORE : - STUDS REQ'D z z Q > OPENING WIDTHS GREATER NOTES: WIDTH EXCEEDS B'-o' M0 HDA M IN a) > THAN 5-0" (2)16d Q - UNLESS NOTED OTHERWISE, ALL BEAM AND HEADER SUPPORTS SHALL CONFORM TO THIS SCHEDULE TOENAILS 0 70 ROUGH OPENING WIDTH 0 o - ALL BUILT-UP SUPPORTS WILL MATCH OR EXCEED WIDTH OF SUPPORTED BEAM uJ cv - ALL HEADERS ARE TO BE 4X10 DF-L NO.2 UNLESS NOTED OTHERWISE OMIT BOTL. R. SIMPSON HD WHERE 0 of E ® DOORS TYP. REQ'D. SEE PLANS FOR coW SX TREATED P TO FOR SHEARWALL SCHEDULE, SIZE. MATCH WALL STUD A.B. SIZE & SPACING WIDTH. (7° MIN. EMBED) WOOD HEADER (DROPPED) EADER AND BEAM SCHEDULE FOR LOAD BEARING WALLS TYPICAL EXTERIOR + INTERIOR BEARING WALL FRAMING ELEVATION SPLICE OF TOP PLATES 12TYPICAL PSCALE: SCALE: N.T.S. N.T.S. SCALE: N.T.S. SCALE: N.T.S. NOTES: NOTES: CD NOTES: 1. TUBE STEEL BEAM PER PLAN 1. TUBE STEEL BEAM PER PLAN Z 1. PLYWOOD SHEATHING (4) 2. TUBE STEEL COLUMN PER PLAN (4) F.P. 5 F.P. 2. WOOD COLUMN PER PLAN Q 2. WOOD JOIST PER PLAN 5/16 () 3. 1 /2"x4" 1 /2"x6 1 /2" CAP 1 /4 3. 1 /4" THICK STEEL CAP PLATE () PLATE, WELD TO TOP OF COLUMN (WELD PLATES TO EA OTHER W/ (1) 1 3. EDGE NAILING - - - - - WITH 1/4" FILLET WELD ALL - - - 3/16" FILLET WELD) LL Q AROUND 4. (2) ROWS OF BLOCKING FOR (1) (1) O W 3 4. 3/8" END PLATE 1) () VENTING - 0 ( (6) - - - - - - - 4. 3/8" END PLATE ~ (2) 5. STEEL BEAM PER PLAN 5. (2) 3/8" 0 THRU BOLT NOTES: ° (1) (3) 5. BEAM TO CAP PLATE 1. BEAM PER PLAN 4 6. SIMPSON LSTA30 AT 48" O.C. (2) (3) (3) ° () CENTERED ON RIDGE (3) (5) ° 2. CCQ-SDS POST CAP PER PLAN RES U B 7. CONT. 3x PLATE WITH 5/8" DIA. (2) (5) (2) 3. POST PER PLAN Jul 0t2024 AUTOMATIC THREADED STUDS AT 00 CITY OFIMMONDS (7) (8) 36" O.C., COUNTERSINK EVELDE AWMENOPMEEXT RVICES N O (5) 8. SIMPSON H1 CLIP AT EACH � 6' m co RAFTER 0 0 o N (3) SHEET RIDGE BEAM STEEL BEAM AT STEEL COLUMN STEEL BEAM AT WOOD COLUMN TYPICAL CCQ-SDS POST CAP CONNECTION S5.0 SCALE: N.T.S. 14 SCALE: 1 "= 1'-0" 15 SCALE: 1 "= 1'-0" 16 SCALE: N.T.S. (9) —\ (1) 0ooo ooooooooo oooooooooooooooooooooooooo 00 0000000000 TYPICAL WINDOW \ OPENING PER / PLAN Z (3) \ X (4) / / (5) �(7 (6)(7) 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 NOTES: 1. DOUBLE TOP PLATE 2. HEADER PER PLAN 3. TRIMMER 4. KING STUD — (s) 5. CONT. STRAP PER PLAN. INSTALLED OVER SHEATHING 6. 2X SILL PLATE 7. 3X BLOCKING 8. WALL STUD 9. SHEATHING AND ATTACHMENT PER SHEARWALL SCHEDULE WINDOW STRAPPING DETAIL (SHEAR WALL FORCE TRANSFER DETAIL) SCALE: N.T.S. 10. WALL ENDS SHALL HAVE MIN. (2) STUDS ** NAIL WALL SHEATHING TO BLOCKS AND AROUND ALL 4 SIDES OF OPENING AS SHEAR WALL EDGE NAILING SHEAR WALL SCHEDULE WALL SHEATHING SIDES PANEL EDGE FIELD FRAMING AT ADJACENT PANEL BASE PLATE ANCHOR BOLT FOUNDATION SILL PLATE/FLOOR BASE BLOCKING/RIM MARK NAILING NAILING EDGES ATTACHMENT SPACING PLATE JOIST ATTACHMENT SW1 7/16" OSB ONE 8d NAILS 12" O.C. 2x 16d NAILS AT 5/8" DIAMETER BOLTS 2x SIMPSON A35 CLIPS AT 6" O.C. 6" O.C. AT 48" O.C. AT 18" O.C. SHEAR WALL SCHEDULE NOTES: FRAMING STUDS SHALL BE DOUGLAS—FIR #2 SPACED AT 16" O.C. MAXIMUM. THICKNESS OF STUDS SHALL BE 2x UNLESS OTHERWISE NOTED IN SCHEDULE. SHEATHING PANELS MAY BE PLACED VERTICAL OR HORIZONTAL. BLOCK ALL HORIZONTAL EDGES WITH 2x OR 3x BLOCKING TO MATCH STUD WIDTH UNLESS NOTED OTHERWISE. ALL EXTERIOR WALLS NOT DESIGNATED AS SHEARWALLS SHALL RECEIVE APA RATED SHEATHING, FULLY BLOCKED WITH MINIMUM EDGE ATTACHMENT OF 8d NAILS @ 6" O.C., 12" O.C. FIELD. NAILING APPLIES TO ALL STUDS, TOP AND BOTTOM PLATES AND BLOCKING. MINIMUM ANCHOR BOLT SPACING OF 48" O.C. UNLESS OTHERWISE NOTED IN SCHEDULE. MINIMUM OF 2 ANCHORS PER WALL. PROVIDE 3"x3"xO.25" SQUARE WASHERS AT EACH ANCHOR BETWEEN THE SILL PLATE AND WASHER. A DIAGONAL SLOT IN THE PLATE WASHER MAY BE USED WITH A WIDTH OF UP TO 3/16" LARGER THAN THE BOLT DIAMETER AND A SLOT NOT TO EXCEED 1-3/4", PROVIDED A STANDARD CUT WASHER IS PLACED BETWEEN THE PLATE WASHER AND THE NUT. DO NOT RECESS BOLTS. TABLES BASED ON 8d NAILS (2 1/2" LONG x 0.113" COMMON OR 2 1/2" x 0.113" GALVANIZED BOX). BLOCKING/RIM JOIST ATTACHMENT NEED NOT BE USED WHERE THE SHEATHING IS DIRECTLY ATTACHED WITH EDGE NAILING TO THE DOUBLE TOP PLATES AT UPPER STORY SHEARWALLS AND TO THE BASE/SILL PLATE BELOW AT LOWER STORY SHEARWALLS. WHERE 3x BASE/SILL ARE SPECIFIED, 20d COMMON NAILS SHALL BE USED FOR THE BASE PLATE ATTACHMENT IN LIEU OF THE ORIGINALLY SPECIFIED 16d COMMON NAILS. SHEARWALL SCHEDULE SCALE: N.T.S. U J J U) Lu O Z Y J O I..L Z N Q a� 0 >00 U�<065 Lo U p N (6 M m E � U) I— N Lu Lu U Z W 0 Cn p W o 00 �rn z � < Q vi U O (V O w r1/ O LL a m co E c0 Lu z Q Lu J Lu 2 U U) J_ J Q J Q Lu c) n Q Q w Lu fy 2 H U) U) RESUB JUI 0t2024 CITY OFIMMONDS EVELOPMaXT SERVICES DE AWMENT N O Lu 0') Z � p o N SHEET S6.0