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APPROVED PLN BLD BLD2020-0876+Architectural_Plan+8.19.2020_12.20.52_PMMATERIAL KEY a < CONCRETE s GRAVEL FILL -� UNDISTURBED SOIL SAND FILL RIGID INSULATION BATT INSULATION MASONRY -BRICK OR CONCRETE BLOCK NT'' I CONTINUOUS STRUCTURAL FRAMING MEMBER BLOCKING (NOT CONTINUOUS) WOOD FINISH MATERIAL PLYWOOD HIDDEN OR BURIED MATERIAL IN ANOTHER MATERIAL DRAWING SYMBOL KEY GRID BUBBLE CEILING HEIGHT TAG GRID NO. 8'-0" CEILING HEIGHT DIMENSION O DETAIL TAG INTERIOR ELEVATION TAG 2 DETAIL NO. SHEET NO. 1 ELEVATION NO. SECTION TAG 4 A4.2 2 SHEET NO. SECTION LETTER A3.2 SHEET NO. FINISH TAG DOOR TAG CPT-1 FINISH TYPE & NO.� 100 DOOR NO. O KEYNOTE TAG WINDOW TAG` 5 KEYNOTE NO. O WINDOW NO. O WALL TAG SAFETY GLAZING VICINITY MAP _ 4 '� �`' _ -�+ - _ . _ '�'.' , � _ i _• _ � - ,. r :� ' " _ '� `1' `S - L �::�� ■ _ } , r� ' -, - - • _ _ DRAWING INDEX GENERAL A0.1 GENERAL NOTES, LEGENDS & ABBREVIATIONS ARCHITECTURAL A1.1 MAIN FLOOR PLAN A1.2 UPPER FLOOR PLAN A2.1 ELEVATIONS A3.1 BUILDING SECTIONS A5.1 CONSTRUCTION DETAILS STRUCTURAL S0.1 FOUNDATION/MAIN FLOOR FRAMING PLAN S0.2 ROOF FRAMING PLAN S1.1 STRUCTURAL NOTES S1.2 STRUCTURAL NOTES, PLAN NOTES AND SCHEDULES S2.1 FOUNDATION DETAILS S3.1 WOOD FRAMING AND ROOF DETAILS OC WALL TYPE SG SAFETY GLAZING PROJECT LOCATION SMOKE & CARBON MONOXIDE DETECTORS FAN SD O SMOKE DETECTOR gF 90 CFM EXHAUST FAN W/ CFM O SCD COMBINATION SMOKE & CO DETECTOR DATUM TAG DATUM LEVEL ABBREVIATIONS GENERAL NOTES SCOPE OF WORK PROJECT TEAM: U) AFF ABOVE FINISH FLOOR MECH. MECHANICAL 1. THESE CONSIST OF THE DRAWINGS, AND OTHER DOCUMENTS LISTED IN THE CONTRACT BETWEEN ADDITIONS AND ALTERATIONS TO EXISTING RESIDENCE. & AND MFR. MANUFACTURER OWNER AND ARCHITECT. THE INTENT OF THE CONTRACT DOCUMENTS IS TO INCLUDE ALL ITEMS OWNER: MORINO JAMES P & KATHRYN @ AT MIN. MINIMUM NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK. ADDPHORESS: 958 WALNUT ST EDMONDS, WA 98020-3335 APPROX. APPROXIMATE(LY) M.O. MASONRY OPENING PROJECT INFORMATION , ### N.I.C. NOT IN CONTRACT 2. THESE DRAWINGS, THE DESIGN CONTAINED WITHIN AND AS CONSTRUCTED ARE COPYRIGHT 2017 BD. BOARD N.T.S. NOT TO SCALE BY PELLETIER + SCHAAR, L.L.C.; AUTHORIZED USE OF THESE DRAWINGS ARE GRANTED SOLEY FOR CONTACT PERSON: DAMES MORINO BLDG. BUILDING # NUMBER THE PURPOSE OF THIS SPECIFIC PROJECT AND LOCATION. ADDRESS: 958 WALNUT ST , EDMONDS, WA 98020-3335 W PARCEL NO.: 00434207201800 ARCHITECT: PELLETIER + SCHAAR CENTER LINE O.C. ON CENTER 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, SUBCONTRACTORS AND MATERIAL ZONING: RS-6 ADDRESS: 26911 98TH DRIVE NW. SUITE B, STANWOOD,WA 98292 li CLG. CEILING OPG. OPENING SUPPLIERS TO CAREFULLY EXAMINE EACH PAGE OF THE DRAWINGS. THE CONTRACTOR SHALL LEGAL DESCRIPTION: CITY OF EDMONDS BLK 072 D-00 - ALL LOTS 18-19-20 PHONE: 360-629-5375 C.I. CONTINUOUS INSULATION O/ OVER PROMPTLY NOTIFY THE ARCHITECT IF THE DRAWING ARE OBSERVED TO BE AT VARIANCE. CONTACT PERSON: DAVID PELLETIER, AIA, LEED-AP C.J. CONTROL JOINT LOT AREA: 0.23 ACRES / 10,018.8 S.F. CMU. CONCRETE MASONRY UNIT PARALLEL 4. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH LOCAL CONDITIONS AND STRUCTURAL ENGINEER: CG ENGINEERING CONC. CONCRETE 1 PERPENDICULAR FIELD VERIFY EXISTING CONDITIONS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY BUILDING AREA: EXISTING MAIN F. 1,732.00 S.F. ADDRESS: 4TH AVE. S. SUITE 200, EDMONDS, WA, 98020 Q CONT. CONTINUOUS LB. or # POUNDS THE ARCHITECT OF DISCREPANCIES OR CONDITIONS THAT HINDER THE COMPLETION OF WORK NEW MAIN FLOOR ADDITION S.F. PHONE: 425 778 8500 8-NJE C.T. CERAMIC TILE P.S.F. POUNDS PER SQUARE FOOT PER THE CONTRACT DOCUMENTS - PRIOR TO WORK BEING DONE. 888.00 EXISTING UPPER FLOOR S.F. CONTACT PERSON: CAROLYN JEWETT CARD J P.S.I. POUNDS PER SQUARE INCH 253.00 EXISTING DECK TO BE REMOVED 253.00 S.F. D. DRYER P.T. PRESSURE TREATED 5. ALL DIMENSIONS ARE ±, WHETHER NOTED OR NOT, AND SHALL BE FIELD VERIFIED AT EXISTING NEW DECK ADDITION 285.00 S.F. DW DISH WASHER CONDITIONS. m DIA. DIAMETER REBAR REINFORCING STEEL APPLICABLE BUILDING CODES ° DEGREES REQ'D REQUIRED 6. THE CONTRACTOR SHALL PROCURE AND PAY FOR NECESSARY PERMITS. D.S. DOWNSPOUT REQ'M REQUIREMENT 2015 INTERNATIONAL BUILDING CODE DWG. DRAWING R. RISERS 5. WORK SHALL INCLUDE PROVIDING ALL FORMS OF PROTECTION AS NECESSARY TO PRESERVE THE z RE. REFER or REGARDING WORK OF OTHER TRADES, FREE FROM DAMAGED, ALL TRADES SHALL PROTECT THEIR OWN WORK 2015 WASHINGTON STATE BUILDING CODE EA. EACH REF. REFRIGERATOR TO PREVENT DAMAGE BY OTHER DURING COURSE OF CONSTRUCTION. FINISH SURFACES SHALL 2015 ON STATE ENERGY CODE O E.J. EXPANSION JOINT R.D. ROOF DRAIN BE PROPERLY PROTECTED AT TIME OF INSTALLATION. 2015 INTERNATIONAL FIRE CODE ELEC. ELECTRICAL R.O. ROUGH OPENING 2015 INTERNATIONAL MECHANICAL CODE EL. ELEVATION R.S. ROD AND SHELF 7. FINAL ORIENTATION FOR THE BUILDING ON THE SITE AND ESTABLISHMENT OF FLOOR LEVEL 2015 INTERNATIONAL PLUMBING CODE EQ. EQUAL BENCH MARK SHALL BE REVIEWED BY THE ARCHITECT. 2003 ANSI ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES EQUIP. EQUIPMENT S.D. SMOKE DETECTOR CITY OF EDMONDS. AMENDMENTS AND ORDINANCES LL EX. EXISTING S.C. SOLID CORE 8. BEFORE ORDERING ANY MATERIAL OR STARTING ANY WORK WHICH MAY BE AFFECTED BY W EXT. EXTERIOR S.F. SQUARE FOOT/FEET ADJACENT WORK OF OTHERS, CONTRACTOR SHALL VERIFY MEASUREMENTS AT BUILDING AND BE SIM. SIMILAR RESPONSIBLE FOR CORRECTNESS OF THESE MEASUREMENTS. J F.D. FLOOR DRAIN SPEC. SPECIFICATIONS F.O.S. FACE OF STUD S.S. STAINLESS STEEL 9. DRAWING SHALL NOT BE SCALED. NOTED DIMENSION TAKE PRECEDENCE OVER SCALED F.R. FIRE -RETARDANT STD. STANDARD DIMENSIONS. WINDOW, CABINETS, AND ALL SHOP BUILT ITEMS SHALL BE FIELD MEASURED PRIOR � FT. or' FOOT/FEET STIR. STRUCTURAL TO FABRICATION AND INSTALLATION. FINAL LOCATIONS OF SWITCHES, FIXTURES, GRILLES, PROJECT ENERGY CREDITS PROVIDED. F.F.L. FINISH FLOOR LEVEL COVERS, ETC. SHALL BE DETERMINED ON THE JOB. VERIFY EXACT LOCATIONS WITH ARCHITECT z T. TREAD BEFORE ROUGH -IN. GA. GAUGE OR GAGE T.O.B. TOP OF BEAM 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. �/'� GALV. GALVANIZED T.O.W. TOP OF WALL ROUGH FRAMING VERTICAL DIMENSION ARE SHOWN FROM TOP OF CONCRETE SLAB TO TOP OF 5a. EFFICIENT WATER HEATING .5 CREDIT vJ GLULAM. GLUE LAMINATED LUMBER T&G TONGUE AND GROOVE FLOOR SHEATHING TO TOP OF WALL PLATE. All showerhead and kitchen sink faucets installed in Z GYP. BD. GYPSUM BOARD TYP. TYPICAL 11. WORKMANSHIP SHALL CONFORM TO BEST STANDARDS AND HIGHEST QUALITY OF TRADES AND the house shall be rated at 1.75 GMP or less. All other lavatory faucets shall be rated at 1.0 GPM or less. O H or HT. HEIGHT U.L. UNDERWRITER'S LABRATORY SHALL INCLUDE ALL ITEMS OF FABRICATION, CONSTRUCTION, AND INSTALLATION. WORK SHALL BE H.C. HOLLOW CORE U.O.N. UNLESS OTHERWISE NOTED EXECUTED BY SKILLED MECHANICS. WHEN COMPLETE, ALL PARTS SHALL BE DURABLY AND H.M. HOLLOW METAL SUBSTANTIALLY BUILT AND SHALL PRESENT A NEAT WORKMAN - LIKE APPEARANCE. HORIZ. HORIZONTAL V.I.F. VERIFY IN FIELD Q 12. INSTALL EQUIPMENT AND MATERIALS IN STRICT ACCORDANCE WITH MANUFACTURE'S CURRENT Q IN. or " INCH(ES) W. WIDTH PUBLISHED INSTRUCTIONS AND RECOMMENDATIONS. INT. INTERIOR W/ WITH JT. JOINT W/C WITHIN WATER CLOSET DEMOLITION GENERAL NOTES P E L L E T I E R O+ S C H A A R uJ W. WASHER LAV. LAVATORY W.W.M. WELDED WIRE MESH V I S I O n b a s e d A r c h U LVL. LAMINATED -VENEER LUMBER WD. WOOD 1. THESE NOTES INDICATE THE GENERAL EXTENT OF DEMOLITION. REMOVE AND DISPOSE OF t e c t u r e Z MATERIALS AND EQUIPMENT WHICH ARE NOT INCORPORATED IN NEW WORK OR (E) TO REMAIN. 26 iu 8th Dr. NW Suite B Stanwood WA 82 2 9 9 9 9 MAX. MAXIMUM PROTECT ELECTRICAL SERVICE, WATER SERVICE AND OTHER TO THAT WHICH ARE TO REMAIN. www.pelletierschaar.com • 36o-629-5375 W Q 2. REFER TO REMAINDER OF ARCHITECTURAL PLAN(S) AND VERIFY NEW SYSTEM LAYOUTS PRIOR TO COMMENCING DEMOLITION. V ) �j NO.: XXXXXX DRN: XXX CHK: XXX �+ 3. REMOVE ALL DEBRIS FROM SITE TO A LICENSED DISPOSAL SITE. ©2017 PELLETIER + SCHAAR, L.L.C. W 0. 4. COORDINATE WITH LOCAL UTILITY COMPANIES AND CITY OF EDMONDS FOR SHUT DOWN AND RECONNECT OF SERVICES. 6946 ERED O 5. PROTECT ALL PUBLIC PUBLIC WAYS AND ADJACENT PROPERTIES. ARC TECT 6. WORK SEQUENCES AND SCHEDULES TO BE APPROVED BY OWNER BEFORE WORK COMMENCES. DAVID R. PELLETIER AO.1 7. PROVIDE TEMPORARY BARRIERS AND FENCING TO GUARD AND PROTECT WORK AREA. STATE OF WASHINGTON O 08/16/2020 C G 8. HAZARDOUS MATERIALS MAY BE EVIDENT AT THE SITE IF CONTRACTOR ENCOUNTERS ASBESTOS -CONTAINING OR OTHER HAZARDOUS MATERIALS NOT PREVIOUSLY INDICATED THEY ARE TO STOP WORK AND NOTIFY OWNER. GENERAL NOTES i LEGENDS & ABBREVIATIONS PHASING LEGEND c 2 EXISTING CONSTRUCTION TO REMAIN ITEMS TO BE DEMOLISHED NEW CONSTRUCTION C A PLAN GENERAL NOTES A3.2 A3.1 86'-6"± 24'-6" 7'-9" 10'-3" 26'-0"± 16'-0"± 2'-0"± I +1 zo o GUEST ROOM I OFFICE N I +i Zo 10'-0"F a ® DN rn!P 4'X ' SKYLIGHT Yl AB VII DN BATH ATH10'-3" PARLORAIRS aci+n' OIl O IGHT OFF PANTRY4'X4'SKY ABOVE --RED COVE T " DECK S.F. iE D.W. 2'X4'SKYLIGHT KITCHEN 1 "285 110 IIIIII 'ENTRY� o0 115 0 Eo r II - i � I DINING ROOM 2'-0" 3_2" " 4'_9" " �IIIIIII J B UP � A 00 7- 8'-10" 1'-3" 5_0,. 4,_9. co bIIII DN I �— CASED COLUMNS N EACH SIDE \ GARAGE ZUTILITY I I I 0D El FAMILY ROOM N � 1 I 21 �����6 I N I I I I BATH II II II II II _0„ 24'-6"± 8'-6 '± 31'-8"± 2'-0"± 5'-4"± 11'-6"± 2'-0"± 86'-6"± C A A3.2 A3.1 MAIN FLOOR PLAN SCALE 1/4"= V-0" 0' 4' 8' PROJECT NORTH N()TFS ALL DIMENSIONS SHOWN ± TO ALIGN WITH EXISTING CONSTRUCTION AND TO BE VERIFIED. SEE NOTES A0.1 1. WALLS, CEILING AND FLOOR INSULATION; AND WINDOW AND DOOR GLAZING TO BE IN ACCORDANCE 2015 WSEC. SEE SHT. A0.1. 2. TEMPERED SAFETY GLAZING TO BE PROVIDED PER 2015 IRC SECTION R308.4; SEE ELEVATIONS OR WINDOW SCHEDULE FOR LOCATIONS. 3. INSTALL 110V SMOKE DETECTORS, INTERCONNECT W/ BATTERY BACKUP, PER 2015 IRC WA STATE AMENDMENTS SECTION R314; SEE PLANS FOR LOCATIONS. 4. INSTALL CARBON MONOXIDE DETECTORS PER 2015 IRC WA STATE AMENDMENTS SECTION R315; SEE FLOOR PLAN FOR LOCATIONS. 5. INSTALL WHOLE HOUSE VENTILATION FAN PER 2015 IRC WA STATE AMENDMENTS SECTION M1507.3: SYSTEM SHALL PROVIDE MIN. CFM PER TABLE M1507.3.3(1). 6. ALL EXHAUST FANS TO BE LOCATED AND SIZED PER 2015 IRC WA STATE AMENDMENTS TABLE M1507.4. 7. FAN NOISE RATING TO BE 1.5 SONE OR BETTER KEYNOTES O 110V SMOKE DETECTOR INTERCONNECT WITH BATTERY BACKUP. O2 110V CARBON MONOXIDE DETECTOR ALARM INTERCONNECT WITH BATTERY BACKUP. O 5/8" TYPE-X GWB ON ALL WARM WALLS AND ON CEILING. O4 ROOFLINE ABOVE. U)♦♦^^ O5 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 SEE M1507.3.3(1) O U.L. APPROVED WOOD BURNING STOVE. W O7 VENT DRYER TO OUTSIDE. O CLOSET SHELF AND ROD. v z O9 PROVIDE EMERGENCY ESCAPE OPENING IN ALL SLEEPING 0 ROOMS WITH MIN 24" HIGH X 20" WIDTH AND 5.7 S.F. CLEAR OPEN AREA IN ACCORDANCE WITH IRC R314.1 10. 22" X 30" ATTIC ACCESS WITH MIN UNOBSTRUCTED HEADROOM ABOVE HATCH OF 30". 11. o RANGE WITH 300 CFM HOOD. z 12. SOLID CORE DOOR WITH SELF CLOSER. O 13. 5/8" TYPE X GWB UNDERSTAIR 14. ROD & SHELF W AREA CALCULATIONS J Q EXISTING MAIN FLOOR: 1732 S.F. 0 NEW MAIN FLOOR ADDITION: 128 S.F. z EXISTING UPPER FLOOR: 888 S.F. TOTAL FINISHED HEATED SPACES: 2,748 S.F. U)��^^ EXISTING DECK TO BE REMOVED: 253 S.F. z NEW DECK ADDITION: 285 S.F. O TOTAL DECK SPACE: 285 S.F. _ 0 0 er U z W 0 U) W O z N reo O 2 BUILDING PERMITS - MAIN FLOOR PLAN C% rA% A3.2 A3.1 INTERIOR DOOR SCHEDULE NO. LOCATION TYPE DIMENSIONS MATERIAL EXT GLASS NOTES AREA DOOR FRM 110 PANTRY Al (2) 1/3 X 6/8 SWING WOOD WOOD WOOD 20 S.F. Al UPPER FLOOR AND ROOF PLAN SCALE 1 /4"= l'-0" 0' 4' 8' PROJECT NORTH 1) )OW SCHEDULE NSIONS NOTES AREA X 3/6 TEMP. GL. 32 S.F. TOTAL WINDOW GLAZING 32 S.F. 0 EXTERIOR DOOR SCHEDULE NO. LOCATION TYPE DIMENSIONS MATERIAL EXT GLASS NOTES AREA DOOR FRM 101 UTILITY AA 3/0 X 6/8 SWING WOOD WOOD WOOD TEMPERED 20 S.F. 201 KITCHEN AA 3/0 X 6/8 SWING WOOD WOOD WOOD TEMPERED 20 S.F. TOTAL DOOR GLAZING 61 S.F. mll PHASING LEGEND 07[.91Iill [elKel►1.11 Ito] ,rrl:70•/.1101 ITEMS TO BE DEMOLISHED NEW CONSTRUCTION PLAN GENERAL NOTES 1. WALLS, CEILING AND FLOOR INSULATION; AND WINDOW AND DOOR GLAZING TO BE IN ACCORDANCE 2015 WSEC. SEE SHT. A0.1. 2. TEMPERED SAFETY GLAZING TO BE PROVIDED PER 2015 IRC SECTION R308.4; SEE ELEVATIONS OR WINDOW SCHEDULE FOR LOCATIONS. 3. INSTALL 110V SMOKE DETECTORS, INTERCONNECT W/ BATTERY BACKUP, PER 2015 IRC WA STATE AMENDMENTS SECTION R314; SEE PLANS FOR LOCATIONS. 4. INSTALL CARBON MONOXIDE DETECTORS PER 2015 IRC WA STATE AMENDMENTS SECTION R315; SEE FLOOR PLAN FOR LOCATIONS. 5. INSTALL WHOLE HOUSE VENTILATION FAN PER 2015 IRC WA STATE AMENDMENTS SECTION M1507.3: SYSTEM SHALL PROVIDE MIN. CFM PER TABLE M1507.3.3(1). 6. ALL EXHAUST FANS TO BE LOCATED AND SIZED PER 2015 IRC WA STATE AMENDMENTS TABLE M1507.4. 7. FAN NOISE RATING TO BE 1.5 SONE OR BETTER KEYNOTES 1O 110V SMOKE DETECTOR INTERCONNECT WITH BATTERY BACKUP. O2 110V CARBON MONOXIDE DETECTOR ALARM INTERCONNECT WITH BATTERY BACKUP. O 5/8" TYPE-X GWB ON ALL WARM WALLS AND ON CEILING. O4 ROOFLINE ABOVE. O 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 SEE M1507.3.3(1) O U.L. APPROVED WOOD BURNING STOVE. O7 VENT DRYER TO OUTSIDE. O CLOSET SHELF AND ROD. O PROVIDE EMERGENCY ESCAPE OPENING IN ALL SLEEPING ROOMS WITH MIN 24" HIGH X 20" WIDTH AND 5.7 S.F. CLEAR OPEN AREA IN ACCORDANCE WITH IRC R314.1 10. 22" X 30" ATTIC ACCESS WITH MIN UNOBSTRUCTED HEADROOM ABOVE HATCH OF 30". 11. RANGE WITH 300 CFM HOOD. 12. SOLID CORE DOOR WITH SELF CLOSER. 13. 5/8" TYPE X GWB UNDERSTAIR 14. ROD & SHELF AREA CALCULATIONS EXISTING MAIN FLOOR: NEW MAIN FLOOR ADDITION: EXISTING UPPER FLOOR: TOTAL FINISHED HEATED SPACES: 1732 S.F. 128 S.F. 888 S.F. 2,748 S.F. EXISTING DECK: 253 S.F. NEW DECK ADDITION: 285 S.F. TOTAL DECK SPACE: 285 S.F. P E L L E T I ER(+) S C H A A R i s u s e d A r c h I t e c t u r e 2691j 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 REGISTERED ARCHITECT DAlS TE ASHINGTON m2 06/26/2020 U) W 0. VJ Z O ry W J Q 0 Z Q VJ Z O I- Q Q Q IJJ U Z W Q U) MW 0. O Z O 2 BUILDING PERMITS - UPPER FLOOR AND ROOF PLAN ELEVATION / SECTION WEST ELEVATION SCALE 1/4"= V-0" 0' 4' 8' ND 9 NORTH ELEVATION A4.1 SCALE 1/4"= l'-0" 0' 4' 8' GENERAL NOTES 1. ALL BUILDING ENVELOPE MATERIAL, COMPONENTS AND DETAILS TO BE INSTALLED PER INDUSTRY BEST PRACTICIES AND MATERIAL MANUFACTURER'S SPECIFICATIONS, INSTRUCTIONS AND MANUALS. 2. BUILDING ENVELOPE DEFINITION TO INCLUDE EXTERIOR ROOFS, DECKS, EAVES, WALLS, DOORS AND WINDOWS; INCLUDING SIDING, TRIM, VAPOR BARRIERS AND DRAIN PLANS, FLASHING, SEALANTS, PENETRATIONS, VENTS, RAILING STANCHIONS, AND ALL OTHER STORM AND WEATHER DRAINAGE, MOISTURE AND VAPOR CONTROL SYSTEMS, DETAILS AND COMPONENTS. 3. PROVIDE TEMPERED SAFETY GLAZING PER 2015 IRC SECTION R308.4; SEE ELEVATIONS OR WINDOW SCHEDULE FOR LOCATIONS. ELEVATIONS KEY NOTES: (D CEDAR SHINGLES TO MATCH EXISTING. C 2X CORNER BOARDS TO MATCH EXISTING. O2X PAINTED TRIM ALL AROUND TO MATCH EXISTING. (:)METAL DOWNSPOUTS TO MATCH EXISTING P E L L E T I E R +O S C H A A R V i s i o n H a s e d A r c h i 4 26911 98th Dr. NW, Suite B Stanwood, WA 98292 www.pelletierschaar.corn 36o-629-5375 NO.: XXXXXX DRN: XXX CHK: XXX © 2017 PELLETIER + SCHAAR, L.L.C. 69461 REGISTERED TE O"ASHINGTON A2mll 06/26/2020 U) W 0. r) Z 9< VJ Z O 0 W U Z W Q U) W O NZ 0. O 75 BUILDING PERMITS -ELEVATIONS A' A3.1 6 5 4 A4.1 A4.1 A4.1 BUILDING SECTION SCALE 1/4"= V-0" 7 A4.1 BUILDING SECTION SCALE 1/4"= l'-0" 0' 4' 8' 0' 4' 8' IC A3. 6 1 A4.1 A4.1 BUILDING SECTION SCALE 1/4"= l'-0" 0' 4' 8' ELEVATION / SECTION GENERAL NOTES 1. ALL BUILDING ENVELOPE MATERIAL, COMPONENTS AND DETAILS TO BE INSTALLED PER INDUSTRY BEST PRACTICIES AND MATERIAL MANUFACTURER'S SPECIFICATIONS, INSTRUCTIONS AND MANUALS. 2. BUILDING ENVELOPE DEFINITION TO INCLUDE EXTERIOR ROOFS, DECKS, EAVES, WALLS, DOORS AND WINDOWS; INCLUDING SIDING, TRIM, VAPOR BARRIERS AND DRAIN PLANS, FLASHING, SEALANTS, PENETRATIONS, VENTS, RAILING STANCHIONS, AND ALL OTHER STORM AND WEATHER DRAINAGE, MOISTURE AND VAPOR CONTROL SYSTEMS, DETAILS AND COMPONENTS. 3. PROVIDE TEMPERED SAFETY GLAZING PER 2015 IRC SECTION R308.4; SEE ELEVATIONS OR WINDOW SCHEDULE FOR LOCATIONS. P E L L E T I E R +O S C H A A R V i s i o n H a s e d A r c h i 4 26911 98th Dr. NW, Suite B Stanwood, WA 98292 www.pelletierschaar.corn 36o-629-5375 NO.: XXXXXX DRN: XXX CHK: XXX © 2017 PELLETIER + SCHAAR, L.L.C. 69461 REGISTERED TE O"ASHINGTON A3mll 06/26/2020 U) W a. V Z 6 J m Z O NQ L.L L1J J r) Z VJ Z O 0 L1J U Z L1J Q VJ L1J O NZ 0. O 75 BUILDING PERMITS -BUILDING SECTIONS 1/2" CDX PLYWOOD FIELD VERIFY R-21 BATT INSULATION FLASHING COMPOSITION DECKING FLOOR JOIST AND LEDGER SEE STRUCTURAL GRADE SLOP AWAY FOUNDATION @ DECK SCALE: 3/4" = 1'-0" FOUNDATION DETAIL @ DECK SCALE: 3/4" = 1'-0" EXISTING WALL PVC ROOFING MEMBRANE CONSTRUCTION OVER ROOFING MANF. EXISTING CONCRETE SLAB EXISTING FOUNDATION 3/4" APA AC PLYWOOD SLOPE TO DRAIN 1/4" T&G SOFFIT SIDING (SEE ELEV.) OVER TYVEC OR EQUAL 1/2" CDX PLYWOOD 2X6 STUDS @ 16" O.C. WALL TO ROOF DETAIL @ KITCHEN SCALE: 3/4" = 1'-0" DECKING EXISTING 2X RIM -VERIFY P.T. LEDGER NEW 3/4" T&G PLYWOOD 5/4 TRIM (NAIL & GLUE) SUPPORTED R-30 INSULATION 6 MIL. POLY VAPOR BARRIER NEW FLOOR TO EXISTING FLOOR DETAIL SCALE: 3/4" = 1'-0" 4" SPRAY FOAM POLYI SOCYAN U RATE (R-28) R-25 BATT INSULATION FILL CAVITY 1/2" GWB CEILING 1/2" GWB R-21 BATT INSLATION DOR ION COMPOSITION SHINGLES TO MATCH EXISTING FLASHING PVC ROOFING MEMBRANE OVER ROOFING MANF. APPROVED UNDERLAYMENT 3/4" APA AC PLYWOOD SLOPE TO DRAIN 1/4" T&G SOFFIT VENTS EACH SPACE EXISTING WALL CONSTRUCTION INSULATION BAFFLE INSTALL TO PROVIDE MIN. 1" AIR SPACE UTILITY TO DECK ROOF DETAIL SCALE: 3/4" = 1'-0" EXISTING WALL CONSTRUCTION METAL FLASHING PVC ROOFING MEMBRANE OVER ROOFING MANF. APPROVED UNDERLAYMENT 3/4" APA AC PLYWOOD SLODE TO DRAIN 4" SPRAY FOAM PLOISOCYANURATE R-28 BATT INSULATION R-25 FILL CAVITY ROOF TO WALL DETAIL @ KITCHEN SCALE: 3/4" = 1'-0" 1/2" GWB R-21 BATT INSULATION 3/4" T&G PLYWOOD (NAIL & GLUE) R-30 SUPPORTED INSULATION FLOOR JOIST AND LEDGER SEE STRUCTURAL GRADE SLOP AWAY FOUNDATION DETAIL @ INTERIOR SCALE: 3/4" = l'-0" R-21 BATT INSULATION 1/2" GWB 3/4" T&G PLYWOOD BEAM PER STRUCTURAL 1/2" CEILING GWB EXISTING WALL CONSTRUCTION EXISTING CONCRETE SLAB EXISTING FOUNDATION F COVERED DECK ROOPCOLUMN DETAIL SCALE: 3/4" = 1'-0" SIDING (SEE ELEV.) OVER TYVEC OR EQUAL 1/2" CDX PLYWOOD 2X6 STUDS @ 16" O.C. METAL FLASHING DECKING 2X P.T. LEDGER GRADE SLOP AWAY DECK TO WALL FOUNDATION DETAIL SCALE: 3/4" = 1'-0" PVC ROOFING MEMBRANE OVER ROOFING MANF. APPROVED UNDERLAYMENT 3/4" APA AC PLYWOOD SLOPE TO DRAIN SEE ROOF PLAN BUILT UP 2X4 P.T. COPING CAP FLASHING 5/4X10 OVER 2X12 BARGE CONT. VENT IN 1/4" T&G SOFFIT 1X8 OVER 5/4 X 10 FRIEZE BEAM - SEE STRUCTURAL OUTLINE OF P.T. POST - SEE STRUCTURAL RESIN - ARCH COLUMN DECKING P.T. LEDGER 5/4 TRIM FOOTING SEE FOUNDATION PLAN R-21 BATT INSULATION 1/2" GWB 3/4" T&G PLYWOOD (NAIL & GLUE) & 1/2" PART. BD. IN VINYL AREAS R-30 SUPPORTED INSULATION 6 MIL. POLY VAPOR BARRIER P E L L E T I E R +O S C H A A R Vision H a s e d Arch i 4 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. 69461 REGISTERED TE O"ASHINGTON I I A ml 06/26/20201 U) H W 0. 0 Z 0 J VJ Z 0 N� L.L W J Q 0 Z VJ Z 0 0 0 W U Z W Q co W 0 NZ 0. 0 G BUILDING PERMITS -CONSTRUCTION DETAILS I lll- C 4"'� A3.2 A3.1 T Cll-A A3.2 A3.1 FOUNDATION/MAIN FLOOR FRAMING PLAN SCALE 1/4"= V-0" 0' 4' 8' PROJECT NORTH C250 4TH AVE S. STE 200 EDMONDS, WA 98020 ENGINEERING 425.778.8500 I STRUCTURAL REVIEW I THIS DRAWING HAS BEEN REVIEWED FOR CONFORMANCE WITH STRUCTURAL REQUIREMENTS INDICATED IN THE ATTACHED LETTER D/OR CALCULATIONS. BY: JOB #: 20264.90 DATE: 08.17.2020 VOID IF NOT WET SIGNED • REFER TO SHEET S1.2 OF THE STRUCTURAL DRAWINGS FOR PLAN NOTES AND SCHEDULES. FOUNDATION NOTES: 1. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. 2. ALL FOOTINGS TO REST ON UNDISTURBED SOIL. 3. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. 4. 1,500 PSF ASSUMED SOIL BEARING CAPACITY. 5. SEE SHEET S-2.1 FOR FOOTING SCHEDULE. P E L L E T I ER(+) S C H A A R V i s e u s e d A r c h l t e c t u r e 269u 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� REGISTERED TE O"ASHINGTON soml 06/26/2020 W 0. V Z 0 J 0 Z VJ Z O Q Q Q LIJ U Z W Q V MW ry FOUNDATION / MAIN FLOOR FRAMING PLAN DOUBLE ALL JOISTS AT SKYLIGHT LOCATIONS, TYP. 1 SW6 C A A3.2 All C A A3.2 A3.1 PROJECT NORTH ROOF FRAMING PLAN SCALE 1/4"= l'-0" 0' 4' 8' AT EXISTING CMU FOUNDATION, GROUT AS NECESSARY TO IN; POST -INSTALLED HOLI C C 250 4TH AVE S. STE 200 EDMONDS, WA 98020 ENGINEERING 425.778.8500 I STRUCTURAL REVIEW I THIS DRAWING HAS BEEN REVIEWED FOR CONFORMANCE WITH STRUCTURAL REQUIREMENTS INDICATED IN THE ATTACHED LETTER D/OR CALCULATIONS. BY: JOB #: 20264.10 DATE: 08.17.2020 VOID IF NOT WET SIGNED NOTE: • REFER TO SHEET S1.2 OF THE STRUCTURAL DRAWINGS FOR PLAN NOTES AND SCHEDULES P E L L E T I E R +O S C H A A R V i s i o n H a s e d A r c h i 4. - - 4. - 2�6911 98th Dr. NW, Suite B Stanwood, WA 98292 www.pelletierschaar.corn 36o-629-5375 NO.: XXXXXX DRN: XXX CHK: XXX © 2017 PELLETIER + SCHAAR, L.L.C. 6946� REGISTERED TE O"ASHINGTON SOm2l 06/26/2020 5 W W 0. V z r) z Q U) z O 0 W U z W Q V W O Nz 0. O G ROOF FRAMING PLAN STRUCTURAL NOTES O G (THESE NOTES ARE TYPICAL UNLESS NOTED OR DETAILED OTHERWISE ON DRAWINGS) CODE ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (IBC), 2015 EDITION. SPECIFICATIONS AND STANDARDS WHERE REFERENCED ON THE DRAWINGS ARE TO BE THE LATEST EDITION. DESIGN LOADS DEAD LOADS: ROOF 15 PSF FLOOR 15 PSF LIVE LOADS: ROOF (SNOW LOAD) 25 PSF RESIDENTIAL 40 PSF DECK 60 PSF (LIVE LOADS ARE REDUCED WHERE PERMISSIBLE PER IBC SECTION 1607.10). EARTHQUAKE LOADS: EQUIVALENT LATERAL FORCE PROCEDURE PER ASCE 7-10 SECTION 12.8. SITE CLASS (ASSUMED) D SHORT PERIOD SPECTRAL RESPONSE ACCEL (SS) 1.265 ONE SECOND SPECTRAL RESPONSE ACCEL (SI) 0.497 SHORT PERIOD DESIGN SPECTRAL RESPONSE ACCEL (SDS) 0.846 ONE SECOND DESIGN SPECTRAL RESPONSE ACCEL (SDI) 0.498 RISK CATEGORY II SEISMIC IMPORTANCE FACTOR 00 1.0 SEISMIC DESIGN CATEGORY D BASIC SEISMIC FORCE -RESISTING -SYSTEM WOOD SHEAR WALLS RESPONSE MODIFICATION FACTOR, (R) 6.5 REDUNDANCY FACTOR (p) 1.0 SEISMIC RESPONSE COEFFICIENT (CS) 0.130 W = TOTAL SEISMIC DEAD LOAD AS DEFINED PER ASCE 7-10 SECTION 12.7.2. DS R I BASE SHEAR (V), V = CSW = W WIND LOADS: BASIC WIND SPEED (3 SECOND GUST) 110 MPH EXPOSURE B KZT 1.0 SEE PLANS FOR ADDITIONAL DESIGN LOADS. STATEMENT OF SPECIAL INSPECTIONS SPECIAL INSPECTIONS ARE REQUIRED AS INDICATED IN THE FOLLOWING TABLE. THE CONTRACTOR SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND OWNER PRIOR TO COMMENCEMENT OF WORK IN ACCORDANCE WITH CHAPTER 1704.4 OF THE IBC. STRUCTURAL OBSERVATION OF THE STRUCTURAL SYSTEM BY THE ENGINEER IS NOT REQUIRED. FREQUENCY AND DISTRIBUTION OF REPORTS - INSPECTION REPORTS SHALL BE PROVIDED FOR EACH DAY ON SITE BY SPECIAL INSPECTOR. STRUCTURAL OBSERVATION REPORTS SHALL BE PROVIDED AFTER EACH OBSERVATION. REPORTS SHALL BE DISTRIBUTED TO THE CONTRACTOR, ARCHITECT, ENGINEER AND BUILDING OFFICIAL. SPECIAL INSPECTION OPERATION CONT PERIODIC REMARKS SOILS FOUNDATION BEARING CAPACITY VERIFICATION X CONCRETE ADHESIVE ANCHORS X IF REQ'D NOTE: ALL ITEMS MARKED WITH AN "X" SHALL BE INSPECTED IN ACCORDANCE WITH IBC CHAPTER 17. SPECIAL INSPECTION SHALL BE PERFORMED BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE OWNER. THE ARCHITECT, STRUCTURAL ENGINEER, AND BUILDING OFFICIAL SHALL BE FURNISHED WITH COPIES OF ALL RESULTS. ANY INSPECTION FAILING TO MEET THE PROJECT SPECIFICATIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE DESIGN TEAM. FOUNDATIONS: SPREAD FOOTINGS SOILS REPORT: NOT AVAILABLE AT TIME OF DESIGN ALLOWABLE SOIL PRESSURE: 2000 PSF (ASSUMED; TO BE FIELD VERIFIED DURING CONSTRUCTION) LATERAL EARTH PRESSURE: UNRESTRAINED: 35 PCF + ANY APPLICABLE SURCHARGE RESTRAINED: 50 PCF + ANY APPLICABLE SURCHARGE PASSIVE: 300 PCF COEFFICIENT OF FRICTION: 0.35 FOOTINGS SHALL BEAR ON FIRM UNDISTURBED EARTH OR 12" OF COMPACTED STRUCTURAL FILL AS REQUIRED AND AT LEAST 18" BELOW ADJACENT EXTERIOR GRADE. ANY FOOTING ELEVATIONS SHOWN IN THE DRAWINGS REPRESENT MINIMUM DEPTHS AND ARE FOR BIDDING ONLY. ACTUAL FOOTING ELEVATIONS ARE SUBJECT TO SITE CONDITIONS AND MUST THEREFORE BE ESTABLISHED BY THE CONTRACTOR. FOOTINGS SHALL BE CENTERED BELOW COLUMNS OR WALLS ABOVE, UNLESS NOTED OTHERWISE. IMPORTED STRUCTURAL FILL AND BACKFILL MATERIAL SHOULD CONSIST OF CLEAN, WELL GRADED GRANULAR MATERIAL FREE OF DEBRIS OR ORGANICS WITH A MAXIMUM PARTICLE DIAMETER OF THREE INCHES AND NO MORE THAN 10% FINES (PASSING THE #200 SIEVE). FILL AND BACKFILL MATERIAL SHOULD BE PLACED IN LEVEL LIFTS NOT EXCEEDING TWELVE (12") INCHES IN LOOSE THICKNESS AND COMPACTED TO A MINIMUM OF 95% OF ITS MAXIMUM DRY DENSITY AS DETERMINED BY ASTM TEST METHOD D1557-00. BACKFILL BEHIND ALL RETAINING WALLS WITH WELL -DRAINING, GRANULAR FILL AND PROVIDE FOR SUBSURFACE DRAINAGE. PROVIDE DAMPPROOFING AT EXTERIOR FACE OF ALL FOUNDATION WALLS EXPOSED TO EARTH PER ARCHITECTURAL SPECIFICATIONS. EXCAVATIONS AND DRAINAGE INSTALLATION SHALL BE OBSERVED BY A SOILS ENGINEER RETAINED BY THE OWNER. IF EXCAVATION SHOWS SOIL CONDITIONS TO BE OTHER THAN THOSE ASSUMED ABOVE NOTIFY THE STRUCTURAL ENGINEER FOR POSSIBLE FOUNDATION REDESIGN. CONCRETE ALL CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED, AND PLACED IN ACCORDANCE WITH CHAPTER 26 OF ACI 318 AND THE AMERICAN CONCRETE INSTITUTE'S SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS (ACI 301). ALL CONCRETE SHALL BE STONE -AGGREGATE CONCRETE HAVING A UNIT WEIGHT OF APPROXIMATELY 150 POUNDS PER CUBIC FOOT. CONCRETE STRENGTHS AT 28 DAYS (fc) AND MIX CRITERIA SHALL BE AS FOLLOWS: MAXIMUM MIN CEMENT TYPE OF CONSTRUCTION f'c* WATER/CEMENT CONTENT PER CUBIC MAXIMUM SHRINKAGE STRAIN RATIO YARD FOOTINGS 3000 PSI 0.55 5 1/2 SACK N/A THE MINIMUM AMOUNT OF CEMENT LISTED ABOVE MAY BE CHANGED IF A CONCRETE PERFORMANCE MIX IS SUBMITTED TO THE ENGINEER AND THE BUILDING DEPARTMENT FOR APPROVAL TWO WEEKS PRIOR TO PLACING ANY CONCRETE. THE PERFORMANCE MIX SHALL INCLUDE THE AMOUNTS OF CEMENT, FINE AND COARSE AGGREGATE, WATER, AND ADMIXTURES AS WELL AS THE WATER -CEMENT RATIO, SLUMP, CONCRETE YIELD, AND SUBSTANTIATING STRENGTH DATA IN ACCORDANCE WITH CHAPTER 26 OF ACI 318. ALL CONCRETE EXPOSED TO WEATHER OR TO FREEZING TEMPERATURES SHALL BE AIR -ENTRAINED IN ACCORDANCE WITH ACI 318 TABLE 19.3.3.1 FOR MODERATE EXPOSURE CLASS F1. *PROVIDE f'c SPECIFIED IN TABLE FOR DURABILITY REQUIREMENTS. 2500 PSI CONCRETE MEETS STRENGTH REQUIREMENTS, THEREFORE SPECIAL INSPECTION IS NOT REQUIRED. REINFORCING STEEL REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL CONFORMING TO ASTM A615, AND SHALL BE GRADE 60 (Fy = 60,000 PSI), UNLESS NOTED OTHERWISE. GRADE 60 REINFORCING BARS INDICATED ON DRAWINGS TO BE WELDED SHALL CONFORM TO ASTM A706. REINFORCING COMPLYING WITH ASTM A615 MAY BE WELDED IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES SPECIFIED IN AWS D1.4 ARE SUBMITTED. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. PROVIDE WELDED WIRE FABRIC IN SHEETS NOT ROLLS. LAP WELDED WIRE FABRIC 12" AT SIDES AND ENDS. REINFORCING STEEL SHALL BE DETAILED INCLUDING HOOKS AND BENDS IN ACCORDANCE WITH SP-66 AND ACI 318R, LATEST EDITIONS. UNLESS OTHERWISE NOTED, REINFORCING SPLICE LENGTHS AND DEVELOPMENT LENGTHS SHALL BE PER SCHEDULE. MECHANICAL SPLICING OF REINFORCING BARS, WHERE INDICATED ON THE DRAWINGS, SHALL BE BY AN ICBO APPROVED SYSTEM, SHALL DEVELOP 125% OF THE SPECIFIED YIELD STRENGTH OF THE BAR, AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. REINFORCING SHALL BE PLACED AND ADEQUATELY SUPPORTED PRIOR TO PLACING CONCRETE. WET -SETTING EMBEDDED ITEMS IS NOT ALLOWED WITHOUT PRIOR ENGINEER APPROVAL. BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL NOT BE FIELD BENT UNLESS SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. REFER TO CHAPTER 7 OF ACI 318 FOR OTHER REINFORCING STEEL REQUIREMENTS. MINIMUM LAPS AND EMBEDMENT UNLESS OTHERWISE NOTED, REINFORCING SPLICE LENGTHS AND DEVELOPMENT LENGTHS SHALL BE AS TABULATED BELOW: f'c = 3000 PSI DEVELOPMENT LENGTH LAP SPLICE BAR TENSION COMPRESSION TENSION COMPRESSION SIZE TOP BARS OTHER BARS ALL BARS TOP BARS OTHER BARS ALL BARS #3 22 17 9 28 22 12 #4 29 22 11 37 29 15 #5 36 28 14 47 36 19 #6 43 33 17 56 43 23 #7 63 48 20 81 63 27 #8 72 55 22 93 72 1 30 NOTE: 1. ALL LENGTHS ARE IN INCHES. 2. ALL LAP SPLICES ARE CLASS B. 3. "TOP BARS" ARE HORIZONTAL REINFORCEMENT PLACED SUCH THAT MORE THAN 12 INCHES OF CONCRETE IS CAST IN THE MEMBER BELOW THE BAR. CONCRETE GENERAL NOTES VERTICAL BARS SHALL START FROM TOP OF FOOTING. HORIZONTAL BARS SHALL START A DISTANCE OF 1/2 THE NORMAL BAR SPACING FROM TOP OF FOOTING AND TOP OF FRAMED SLABS. IN ADDITION, THERE SHALL BE A HORIZONTAL BAR AT A MAXIMUM OF 3" FROM TOP OF WALL AND BOTTOM OF FRAMED SLABS. PROVIDE CORNER BARS TO MATCH THE HORIZONTAL REINFORCING WITH TENSION LAP SPLICE AT EACH SIDE PER TABLE, OR BEND ONE SIDE OVER TO PROVIDE TENSION LAP. PROVIDE CONTROL OR CONSTRUCTION JOINTS IN SLABS ON GRADE TO BREAK UP SLAB INTO RECTANGULAR AREAS OF NOT MORE THAN 400 SQUARE FEET EACH. AREAS TO BE AS SQUARE AS PRACTICAL AND HAVE NO ACUTE ANGLES. JOINT LOCATIONS TO BE APPROVED BY THE ARCHITECT. ALL CONSTRUCTION JOINTS SHALL BE THOROUGHLY CLEANED AND PROPERLY PREPARED IMMEDIATELY PRIOR TO POURING OF CONCRETE. DOWEL STEEL SHALL BE THE SAME SIZE AND SPACING AS MAIN REINFORCING DETAILED BEYOND JOINT. SEE ARCHITECTURAL DRAWINGS AND MECHANICAL DRAWINGS FOR EXACT LOCATIONS AND DIMENSIONS OF OPENINGS IN CONCRETE WALLS, FLOORS AND ROOF. UNLESS INDICATED OTHERWISE, REINFORCE AROUND OPENINGS GREATER THAN 12" IN EITHER DIRECTION WITH (2) #5 EACH SIDE AND (1) #5 x 4'-0" DIAGONAL AT EACH CORNER. EXTEND BARS 2'-0" BEYOND EDGE OF OPENING. IF 2'-0" IS UNAVAILABLE, EXTEND AS FAR AS POSSIBLE AND HOOK. HOOK ALL REINFORCING INTERRUPTED BY OPENINGS. BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL NOT BE FIELD BENT UNLESS SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. SEE ARCHITECTURAL DRAWINGS FOR ALL GROOVES, NOTCHES, CHAMFERS, FEATURE STRIPS, COLOR, TEXTURE AND OTHER FINISH DETAILS AT ALL EXPOSED CONCRETE SURFACES. PROVIDE 3/4" CHAMFER AT ALL CORNERS EXCEPT AS NOTED. LUMBER ALL GRADES SPECIFIED ARE MINIMUM GRADES REQUIRED. ALL LUMBER SHALL BE IN ACCORDANCE WITH WWPA GRADING RULES, KILN -DRIED TO MC 19 AND OF THE FOLLOWING MINIMUM STANDARDS: SIZE CLASSIFICATION SPECIES GRADE Fb (PSI) Fc (PSI) SLEEPERS DOUG-FIR STUD 700 - LIGHT FRAMING (STUDS) HEM -FIR STUD 675 800 2x JOISTS AND PLANKS HEM -FIR #2 850 - PLATES AND BLOCKING HEM -FIR #2 850 - 6x AND LARGER BEAMS AND STRINGERS DOUG-FIR #2 875 - 4x AND SMALLER BEAMS AND STRINGERS HEM -FIR #2 850 - ALL POSTS AND TIMBERS DOUG-FIR 1 #1 1 1200 1 1000 REFER TO PLAN NOTES, SCHEDULES, AND DETAILS FOR MORE SPECIFIC LUMBER SIZE AND GRADE REQUIREMENTS. UNLESS NOTED OTHERWISE IN THE PLANS, ALL WOOD AND WOOD -BASED MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH CONCRETE, MASONRY, OR WITHIN 8" OF SOIL SHALL BE PRESERVATIVE -TREATED BY VACUUM -PRESSURE IMPREGNATION IN ACCORDANCE WITH AWPA STANDARD U1. NAILS, BOLTS, AND METAL CONNECTORS FOR WOOD ALL NAILS SHALL CONFORM TO THE STANDARDS SET FORTH BY THE NATIONAL DESIGN STANDARDS (NDS) FOR WOOD CONSTRUCTION, LATEST EDITION. NAILING NOT SPECIFIED SHALL BE PER IBC TABLE 2304.9.1 NAILING SCHEDULE. ALL NAILS CALLED OUT ON PLANS SHALL BE COMMON NAILS UNLESS NOTED OTHERWISE AND SHALL MEET OR EXCEED THE FOLLOWING MINIMUM GUIDELINES: NAIL SHANK 0 MIN LENGTH 8d COMMON 0.1310 2 1/2" SHANK 10d COMMON 0.1480 3" SHANK 12d COMMON 0.1480 3 1/4" SHANK 16d COMMON 0.1620 3 1/2" SHANK 10d BOX NAILS MAY BE SUBSTITUTED FOR 8d COMMON NAILS WITH NO CHANGE IN NAIL SPACING. FRAMING MEMBERS MAY BE NAILED WITH 16d SINKERS (0.148" 0 x 3 1/4"), BUT ONLY 16d COMMON NAILS SHALL BE USED WHERE 16d NAILS ARE INDICATED IN THIS DRAWING SET. ENGINEER MAY APPROVE OTHER NAILS IF NAIL LABELS ARE SUBMITTED TO ENGINEER PRIOR TO START OF CONSTRUCTION. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. LEAD HOLES FOR LAG BOLTS SHALL BE BORED FOR THE SHANK AND THREADED PORTIONS PER NDS 11.1.3. CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY, CATALOG TO BE THE LATEST EDITION, OR ENGINEER APPROVED EQUAL. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND WITH THE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY THE MANUFACTURER. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE NAILS, SCREWS, OR BOLTS IN EACH MEMBER. INSTALL SOLID BLOCKING AT ALL BEARING POINTS. ALL SHIMS SHALL BE SEASONED, DRIED, AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. GALVANIZATION UNLESS NOTED OTHERWISE, STEEL CONNECTORS IN CONTACT WITH TREATED WOOD SHALL BE GALVANIZED ACCORDING TO THE FOLLOWING TABLE: GALVANIZATION UNTREATED WOOD CCA-C SBX ACQ-C ACQ-D CBA-A CA-B OTHER BORATE ACZA OTHER PT WOOD G90 X X X G 185 X X X X X X HDG X X X X X X STT300 X X X X X X X X G90 = 0.90 OZ. OF ZINC PER SQUARE FOOT OF AREA G185 = 1.85 OZ. OF ZINC PER SQUARE FOOT OF AREA HDG = HOT DIP GALVANIZED SST300 = TYPE 316L STAINLESS STEEL RATED SHEATHING RATED SHEATHING SHALL BE GRADE C-D INT-APA WITH EXTERIOR GLUE OR OSB SHEATHING WITH EXTERIOR GLUE IN CONFORMANCE WITH IBC STANDARD 2303.1.4. TIMBERSTRAND, MICROLLAM, AND PARALLAM MEMBERS FABRICATED IN CONFORMANCE WITH THE INTERNATIONAL CODE COUNCIL EVALUATION SERVICE (ICC-ES) REPORT NO. ESR-1387 OR CCMC REPORT NO. 12627-R, 08675-R, AND 11161-R. EACH MEMBER SHALL BE IDENTIFIED BY A STAMP INDICATING THE PRODUCT TYPE AND GRADE, ICC-ES OR CCMC REPORT NUMBER, MANUFACTURER'S NAME, PLANT NUMBER AND INDEPENDENT INSPECTION AGENCY'S LOGO. FABRICATOR SHALL BE CERTIFIED. MEMBERS SHALL MEET THE FOLLOWING MINIMUM STANDARDS: SIZE CLASSIFICATION SPECIES GRADE Fb (PSI) Fv (PSI Fc (PSI) BEAMS & POSTS (d < 9 1/2") LSL 1.3E 1,700 425 1,835 RIMS & BEAMS (d >_ 9 1/2") LSL 1.55E 2,325 310 - BEAMS & POSTS LVL 2.0E 2,600 285 2,510 POSTS (d < 9 1/2") PSL 1.8E 2,400 190 2,500 BEAMS (d >_ 9 1/2") PSL 2.2E 2,900 290 - TIMBERSTRAND, MICROLLAM, AND UNTREATED PARALLAM MEMBERS ARE INTENDED FOR DRY -USE APPLICATIONS. UNLESS NOTED OTHERWISE, ENGINEERED WOOD BEAMS EXPOSED TO WEATHER SHALL BE TREATED PER MANUFACTURES RECOMMENDATIONS. TYPICAL FRAMING NOTES 1. BEARING WALL FRAMING 2x STUDS @ 16" OC FOR ALL SHEAR AND/OR BEARING WALLS UNO. REFER TO FRAMING PLAN NOTES FOR TYPICAL DOOR & WINDOW HEADERS NOT CALLED OUT ON THE PLANS. HEADERS SHALL BE SUPPORTED BY A MINIMUM OF (1) CRIPPLE AND (1) FULL HEIGHT STUD UNO. COLUMNS BELOW FLUSH MULTIPLE JOIST BEAMS SHALL BE EQUAL IN WIDTH TO THE BEAM. ALL COLUMNS NOT CALLED OUT OTHERWISE SHALL BE TWO STUDS. WALL PLATES BEARING ON CONCRETE SHALL BE PRESSURE -TREATED. FOR ALL EXTERIOR AND INTERIOR WALLS, BOLT PLATES OR SILLS TO CONCRETE STEM WALLS OR THICKENED SLAB FOOTINGS WITH 5/8 INCH DIAMETER ANCHOR BOLTS WITH 7 INCH MINIMUM EMBEDMENT. PLACE AT 5'-0" OC MAXIMUM FOR SHEAR WALLS, AND AT 6'-0" OC FOR BEARING WALLS AND OTHER PARTITIONS. USE MINIMUM OF TWO ANCHOR BOLTS PER SILL AND PLACE ONE WITHIN 12 INCHES OF END OF PLATES, TYPICAL UNLESS NOTED OR DETAILED OTHERWISE. REFER TO SHEAR WALL SCHEDULE. AT ALL SILL PLATE ANCHOR BOLTS, CONTRACTOR SHALL INSTALL 1/4" x 3" x 3" FLAT PLATE WASHERS. INTERIOR NON-STRUCTURAL WALLS MAY BE ANCHORED TO CONCRETE SLAB -ON -GRADE WITH 1/4" x 3" POWDER ACTUATED FASTENERS WITH 3/4" WASHERS AT 16" OC AND WITHIN 6" OF END OF PLATES. gn106I919_0010latolel:iI:L1► 11►10 PROVIDE 1 1/2" FULL DEPTH BLOCKING FOR JOISTS AND RAFTERS AT ALL SUPPORTS AND AT 8'-0" OC MAXIMUM UNO. INTERMEDIATE 8'-0" OC BLOCKING NOT REQ'D IF GWB CEILING IS INSTALLED DIRECTLY TO UNDERSIDE OF FRAMING. INSTALL DOUBLE JOISTS UNDER PARTITIONS EXTENDING ONE HALF OR MORE OF THE JOIST SPAN. PROVIDE TRUSS BLOCKING PANELS FOR ROOF TRUSSES AT SUPPORTS AND SHEAR WALLS, AND WHERE INDICATED ON PLANS AND DETAILS. LAE11Ielaa:LTalLTA ►1e11I1►IcI ALL SHEAR WALLS, FLOOR AND ROOF DIAPHRAGM NAILINGS SHALL BE AS CALLED OUT ON SCHEDULES OR ON THE PLANS. EXTERIOR WALLS NOT INDICATED AS SHEAR WALLS SHALL BE SHEATHED AND NAILED TO SUPPORTING FRAMING WITH 8d NAILS AT 6" OC AT ALL PANEL EDGES AND 12" OC AT ALL INTERMEDIATE SUPPORTS. THE USE OF NAIL GUNS WILL BE APPROVED IF NAILING INTO THE DIAPHRAGMS CAN BE INSTALLED FLUSH WITH FACE OF SHEATHING. NAIL PENETRATIONS GREATER THAN 1/16" ARE NOT ACCEPTABLE. 5. ALLOWABLE STUD AND PLATE PENETRATIONS CUTTING AND/OR NOTCHING OF WOOD STUDS OR PLATES SHALL NOT EXCEED 25% OF THE STUD/PLATE WIDTH IN EXTERIOR AND BEARING WALLS AND SHALL NOT EXCEED 40% OF THE STUD/PLATE WIDTH IN ANY NON -BEARING PARTITIONS. BORED HOLE DIAMETER IS LIMITED TO 40% OF STUD/PLATE WIDTH IN ANY STUD AND MAY BE 60% IN NONBEARING PARTITIONS OR IF STUD IS DOUBLED. MAINTAIN 5/8" MINIMUM EDGE DISTANCE FROM HOLE EDGE. 6. GYPSUM WALLBOARD NAILING ALL GYPSUM WALLBOARD SHALL BE NAILED TO ALL STUDS AND TOP AND BOTTOM PLATES WITH 6d COOLER NAILS OR NO. 13 GAUGE x 1 5/8" @ 7" OC (5d COOLER NAILS FOR 1/2 INCH GYPSUM SHEATHING). TYPICAL UNLESS NOTED OTHERWISE. INSTALLATION OF GWB SHALL BE SUCH THAT JOINTS ARE STAGGERED ON EACH SIDE OF A SINGLE WALL. EXISTING BUILDING CONTRACTOR SHALL VERIFY ALL DIMENSIONS, MEMBER SIZES AND CONDITIONS OF THE EXISTING BUILDING DEPICTED IN THE DRAWINGS, AND NOTIFY THE STRUCTURAL ENGINEER OF ANY DISCREPANCIES FOR POSSIBLE REDESIGN. CONTRACTOR RESPONSIBLE FOR COMPLETELY SEALING ALL AREAS WHERE EXISTING ROOF MATERIAL IS PENETRATED OR REMOVED. PROVIDE WATER PROOFING AS REQUIRED BY THE ARCH. GENERAL STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL, CIVIL, ELECTRICAL, AND MECHANICAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS FOR COMPATIBILITY BEFORE PROCEEDING. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING. CONTRACTOR TO SEE ARCHITECTURAL, CIVIL, ELECTRICAL AND MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF PIPE, VENT, DUCT AND OTHER OPENINGS AND DETAILS NOT SHOWN ON THESE DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR ERECTION STABILITY AND TEMPORARY SHORING AS NECESSARY UNTIL PERMANENT SUPPORT AND STIFFENING ARE INSTALLED. CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF A SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 08/ l3/ 2020 O W Q C) 00 O DESIGN: CGP DRAWN: JCP CHECK: CMJ JOB NO: 20264.10 DATE: 08/ 1 3/2020 J W 0 0 M W 0 W N W W 0 U o0 0 Q (n � z J N 0 z � z o 0 00 v� o rn w SHEET: Simi N W 0 Z w Z J STRUCTURAL NOTES PLAN NOTES SCHEDULES O G (THESE NOTES ARE TYPICAL UNLESS NOTED OR DETAILED OTHERWISE ON DRAWINGS) ABBREVIATIONS (A) ABOVE ANCHOR BOLT GLB GLUE -LAMINATED BEAM HORIZONTAL AB HORIZ ALT ALTERNATE KP KING POST ARCH ARCHITECT KSI KIPS PER SQUARE INCH (B) BELOW L ANGLE BD BAR DIAMETER MECH MECHANICAL BLKG BLOCKING MF MOMENT FRAME BM BEAM MTL METAL BOT BOTTOM NS NEAR SIDE BRNG BEARING OC ON CENTER BTWN BETWEEN OPP OPPOSITE CJP COMPLETE JOINT PENETRATION PL PLATE CLR CLEAR PLCS PLACES CMU CONCRETE MASONRY UNIT PSI POUNDS PER SQUARE INCH COL COLUMN PSF POUNDS PER SQUARE FOOT CONC CONCRETE P/T POST TENSIONED CONN CONNECTION PT PRESSURE TREATED CONT CONTINUOUS REINF REINFORCING COORD COORDINATE REQ'D REQUIRED DBL DOUBLE SCHED SCHEDULE DET DETAIL SIM SIMILAR DIA DIAMETER SOG SLAB ON GRADE DIM DIMENSION STD STANDARD DIR DIRECTION STIFF STIFFENER EA EACH STL STEEL ELEV ELEVATION SYMM SYMMETRICAL ES EACH SIDE SW SHEARWALL EX EXISTING TOC TOP OF CONCRETE EXP EXPANSION TOS TOP OF STEEL FLR FLOOR TOW TOP OF WALL FDN FOUNDATION TYP TYPICAL FTG FOOTING UNO UNLESS NOTED OTHERWISE FS FAR SIDE VERT VERTICAL GC GENERAL CONTRACTOR WF WIDE FLANGE FOUNDATION AND MAIN FLOOR FRAMING PLAN NOTES: 1. FLOOR SHEATHING SHALL BE 3/4" PI 48/24 WITH 10D COMMON NAILS SPACED AT 6" OC AT ALL DIAPHRAGM BOUNDARIES, PANEL EDGES AND SHEAR WALLS AND 10" OC AT INTERMEDIATE FRAMING. FOR SHEATHING LAYOUT AND NAILING REFER TO DETAIL 3/S2.1 2. ALL DIAPHRAGMS UNBLOCKED UNO. 3. REFERENCE TO SLAB ELEVATION SHOWN ON PLAN AND VERIFY W/ ARCH DRAWINGS. EXTERIOR FOOTINGS SHALL BEAR A MIN OF V-6" BELOW ADJACENT GRADE. 4. FOOTINGS AND SLAB ON GRADE SHALL BEAR ON FIRM NATIVE SOIL OR COMPACTED STRUCTURAL FILL. 5. REFER TO SHEET S2.1 FOR FOUNDATION DETAILS. 6. PLACE ALL REINFORCEMENT PER THE STRUCTURAL NOTES AND FOUNDATION DETAILS. REFER TO SHEET S1.1 FOR ADDITIONAL CONCRETE DETAILING REQUIREMENTS. 7. FOUNDATION LEVEL HOLDOWNS ARE SHOWN ON ROOF FRAMING PLAN. REFER TO HOLDOWN SCHEDULE ON SHEET S1.2 FOR HOLDOWN TYPES AND ROOF FRAMING PLAN FOR HOLDOWN ANCHOR BOLT LOCATIONS. 8. REFER TO ROOF FRAMING PLAN AND SHEAR WALL SCHEDULE ON SHEET S1.2 FOR LOCATION OF SHEAR WALL ANCHOR BOLTS. ANCHORAGE AT NON -SHEAR WALLS SHALL BE PER STRUCTURAL NOTES. 9. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, WALL LOCATIONS, AND CONCRETE ROUGH OPENINGS WITH ARCHITECTURAL DRAWINGS AND NOTIFY ALL PARTIES OF ANY DISCREPANCIES. 10. REFER TO DETAIL 3/S2.1 FOR PIPE PENETRATIONS THROUGH CONCRETE WALL OR FOOTINGS. TYPICAL ROOF FRAMING PLAN NOTES: 1. WALLS SHOWN ON ROOF FRAMING PLAN ARE WALLS BELOW ROOF FRAMING. 2. BEAMS SHOWN ON ROOF FRAMING PLAN SHALL BE ABOVE DOUBLE TOP PLATE UNLESS USED AS A DOOR OR WINDOW HEADER. TRUSS MFR SHALL DESIGN TRUSSES TO ACCOMMODATE BEAMS ABOVE DOUBLE TOP PLATE. 3. ROOF SHEATHING SHALL BE 5/8" PI 40/20 WITH 8d COMMON NAILS SPACED AT 6" OC AT ALL DIAPHRAGM BOUNDARIES, PANEL EDGES, SHEAR WALLS, COLLECTOR TRUSSES, AND BLOCKING OR TRUSS BLOCKING PANELS INDICATED ON PLANS. NAILING AT INTERMEDIATE FRAMING SHALL BE 8d COMMON NAILS @ 12" OC. REFER TO DETAIL 2/S3.1 FOR SHEATHING LAYOUT AND NAILING. 4. UNLESS NOTED OTHERWISE, HEADERS AT ALL EXTERIOR AND INTERIOR BEARING WALLS SHALL BE 4x8 HF#2 WHERE MAXIMUM SPAN = 5'-5". 5. STUD WALL FRAMING SHALL BE 2x HF STUDS @ 16" OC FOR ALL STUD WALLS SHOWN ON THE PLAN. 6. REFER TO SHEET S3.1 FOR TYPICAL ROOF FRAMING DETAILS. 7. REFER TO DETAIL 3/S3.1 FOR CONSTRUCTION OF MULTIPLE STUD COLUMNS. 8. ALL DIAPHRAGMS UNBLOCKED UNO. 9. HOLDOWNS SHOWN ON ROOF FRAMING PLAN SHALL BE PLACED ON FOUNDATION AND MAIN FLOOR LEVEL. SHEAR WALL SCHEDULE MIN FRAMING AT SHEAR WALL RIM JOIST OR SILL PLATE SILL PLATE ANCHOR SHEAR TYPE APA-RATED ADJOINING PANEL NAILING BLOCK CONN TO NAILING TO BOLT TO SLAB OR FOUNDATION CAPACITY SHEATHING EDGES (SEE NOTE 5) AT PANEL EDGES TOP PLATE RIM/BLI<G FOUNDATION SILL PLATE SIZE (PLF) BELOW (SEE NOTE 11) 15/32" 2x STUD 0.131"0 x 2 1/2" LTP4 OR A35 0.131"0 x 3" @ 5/8"0 AB SW6 ONE SIDE AND BLI<G @ 6" OC @ 24" OC 6" OC @ 5'-0" OC 2x 242 15/32" 2x STUD 0.131"0 x 2 1/2" LTP4 OR A35 0.131"0 x 3" @ 5/8"0 AB SW4 ONE SIDE AND BLI<G @ 4" OC @ 20" OC 4" OC @ 4'-0" OC 2x 350 15/32" (2) 2x STUD AND 0.131"0 x 2 1/2" LTP4 OR A35 0.131"0 x 3" @ 5/8"0 AB SW3 ONE SIDE 2x FLAT BLKG @ 3" OC @ 15" OC 3" OC @ 3'-0" OC 2x 455 15/32" 3x STUD AND 0.131"0 x 2 1/2" LTP4 OR A35 0.131"0 x 3" @ 5/8"0 AB SW2 ONE SIDE 2x FLAT BLKG @ 2" OC @ 12" OC 2.5" OC @ 2'-6" OC 2x 595 15/32" (2) 2x STUD 0.131"0 x 2 1/2" LTP4 OR A35 0.131"0 x 3" @ 5/8"0 AB 2SW4 BOTH SIDES AND BLI<G @ 4" OC @ 10" OC 2" OC @ 2'-0" OC 2x 706 15/32" (2) 2x STUD 0.131"0 x 2 1/2" LTP4 OR A35 0.131 x 3" 5/8"0 AB 2SW3 BOTH SIDES AND BLI<G @ 3" OC @ 7.5" OC @ 1.5" OC @ V-6" OC 2x 910 15/32" 3x STUD 0.131"0 x 2 1/2" LTP4 OR A35 0.131 x 3" 5/8"0 AB 2SW2 BOTH SIDES AND BLI<G @ 2" OC @ 6" OC @ 1.5" OC @ 1'-0" OC 2x 1190 NOTES: 1. REFER TO THE TYPICAL SHEAR WALL DETAIL. 2. THE VALUES IN THIS TABLE ARE APPROPRIATE FOR HF GRADE STUDS AND HF GRADE PLATES & RIM BLOCKING. 3. NAILS AT ADJOINING PANEL EDGES SHALL BE STAGGERED EACH SIDE OF THE COMMON JOINT. 4. WHERE PANELS ARE APPLIED ON BOTH FACES OF A WALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS, OR FRAMING SHALL BE 3x AT ADJOINING PANEL EDGES AND NAILS SHALL BE STAGGERED. 5. WHERE TABLE SPECIFIES (2) 2x FRAMING, CONNECT (2) 2x STUDS AND BLOCKING AS FOLLOWS: SW3 = (2) 0.131" 0 @ 3.5" OC, 2SW4 = 0.131"0 @ 2.5" OC, 2SW3 = (2) 0.131" 0 @ 1.5" OC. 6. NOTE THAT 3x FRAMING MAY BE USED IN LIEU OF (2) 2x FRAMING SPECIFIED IN TABLE. 7. INTERMEDIATE FRAMING TO BE WITH 2x MINIMUM MEMBERS. FIELD NAILING 12" OC MAXIMUM. 8. AT ALL 5/8"0 SILL PLATE ANCHOR BOLTS, INSTALL 1/4" x 3" x 3" PLATE WASHERS. EDGE OF PLATE WASHER SHALL BE WITHIN 1/2" OF SHEATHED EDGE. FOR DOUBLE SIDED SHEAR WALLS, USE WIDER PLATE WASHERS AS REQUIRED TO MEET THIS REQUIREMENT. 9. PROVIDE A MINIMUM OF 7" EMBEDMENT FOR AB INTO FOUNDATION OR STEM WALL. 10. 7/16" SHEATHING MAY BE USED IN PLACE OF 15/32" SHEATHING PROVIDED ALL STUDS ARE SPACED 16" OC OR PANELS ARE APPLIED WITH LONG DIMENSION ACROSS STUDS. 11. IN -LIEU OF EMBEDDED ANCHOR BOLTS CONTRACTOR MAY PROVIDE SIMPSON TITEN HD SCREW ANCHORS @ THE SAME SPACING W/ 7" EMBED, OR 5/8"0 THREADED ROD @ THE SAME SPACING W/ SIMPSON SET-3G EPDXY W/ 7" EMBED. HOLDOWN SCHEDULE MARK TYPE MIN CHORD SIZE STUD NAILS OR BOLTS ANCHOR BOLT (SEE NOTE 4) CAPACITY (LB) 1 HDU2 (2) 2x (6) SDS 1/4" x 2 1/2" SCREWS 5/8"0 2,215 NOTES: 1. REFER TO THE LATEST SIMPSON STRONG -TIE CATALOG FOR ADDITIONAL INSTALLATION REQUIREMENTS. 2. REFER TO DETAIL 10/S5.1 FOR INSTALLATION OF MST FLOOR TO FLOOR STRAPS. REFER TO DETAILS 11 & 13/S5.1 FOR CONNECTION OF STRAP TO BEAM BELOW. 3. REFER TO DETAIL 9/S5.1 FOR INSTALLATION OF ROD FLOOR TO FLOOR HOLDOWNS. REFER TO DETAIL 12 & 13/S5.1 FOR CONNECTION OF ROD HOLDOWN TO BEAM BELOW. 4. INSTALL HD HOLDOWNS AT FOUNDATION WALLS OR THICKENED SLAB FOOTINGS PER DETAIL 6/S4.1. 5. AT ALL HOLDOWN CHORDS, PROVIDE PANEL EDGE NAILING PER SHEAR WALL SCHED. ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 08/ l3/ 2020 DESIGN: CGP DRAWN: JCP CHECK: CMJ JOB NO: 20264.10 DATE: 08/ 1 3/2020 J W 0 O m w w 0 z W 0 N Ld z O m 0 W N w 0 00 �- O) N M J Q SHEET: Ri 0 0 z O 0 w � ^ V I Ld O z U) Ld I- O z J Q ry D F_ U D F_ C40 W J D 0 W U (/) S1.2 w Z J o �I "All CORNER BARS x Q "A" MAY BE SUBSTITUTED FOR ALL 90° HOOKED BARS STD 90° HOOK TYP UNO ° UNO, VERT CORNER BARS SHALL BE SAME SIZE TABULATED FOR MIN WALL REINF FOR THICKER WALL "A" = SPLICE LENGTH SEE NOTES, DETAILS, OR PLANS FOR (1) #4 VERT REQ'D REINF. ALL BARS TO BE CONT OR SPLICED PER STRUCTURAL NOTES STD 180° HOOK HORIZ CORNER BARS OF SIZE AND SPACING TO MATCH (2) #4 VERT REINF OF THINNER WALL - 6 ° ° ° ° ° e PLACE VERT REINF OUTSIDE EXCEPT AS OTHERWISE NOTED OR SHOWN "A" TYPICAL CONCRETE WALL REINFORCING DETAIL SCALE: NTS 0 0 SLEEVES TO CLEAR PIPE 1" ALL SIDES TOF BOF oX Q m� VO PIPES ALLOWED IN THIS REGION. LOWER =TGS AS REQ'D LOWER BOF AS REQ'D z PIPE TRENCH EXCAVATION PARALLEL 9 MIN TYP TO FOOTING IS NOT ALLOWED BELOW THIS LINE. STEP FTG AS REQUIRED FOR THIS CONDITION TYPICAL PIPE PENETRATION AT WALLS AND FOOTINGS SCALE: 1/2" = V-0" SHEATHING AND SHEATHING AND NAILING PER NAILING PER PLAN AND FOUNDATION PLAN NOTES SHEAR WALL SCHED JOIST PER PLAN SILL PLATE NAILING PER SIMPSON A35 EVERY (4) 8d NAILS SHEATHING AND NAILING SHEAR WALL SCHED OTHER JOIST PER PLAN NOTES CONT HF RIM BOARD LTP4 FRAMING ANCHOR W/ SPACING PER SHEAR WALL SCHED _ z 0� (2) #4 CONT — FTG DRAIN PER DETAIL 3 100 °O°° 0 O O°O� o o0 o OO 0 ° 0 ° ° 0 o 0 ° °o SECTION SCALE: 1" = V-0" PT SILL PL W/ ANCHOR BOLT SIZE AND SPACING Q ° PER SHEAR WALL - SCHED m #4 @ 12" OC EA WAY ® (2) #4 BOT CONT / 8" � 1' 2" � ALT HOOK AS SHOWN 0 e z_ � %fl 0 op°oo 0 °0 00OO p O°O00op0 0 ° 00 ° °0 ° 000 0°0 i SECTION SCALE: 1" = V-0" oil ® JOISTS PER PLAN I I JOIST PER PLAN l HANGER PER 2x HF BLKG @ PLAN NOTES 4'-0" MAX NOTE: 2x10 HF LEDGER FOR NOTES AND DETAILS W/ (2) 1/4" x 3" SIMPSON NOT SPECIFICALLY CALLED SDS SCREWS @ 8" OC ® OUT REFER TO DETAIL 5. — — — a SECTION SCALE: 1" = V-0" ° NOTE: FOR NOTES AND DETAILS NOT SPECIFICALLY CALLED OUT REFER TO DETAILS 5 & 6. — — — III 4"0 PERFORATED PVC PIPE PER LOCAL CODES WITH 6" OF 1" MINUS GRAVEL ALL AROUND, WRAPPED IN NON -WOVEN GEOTEXTILE FABRIC. SLOPE TO DRAIN 1/8" PER V-0" MIN. TURN DOWN PERFORATIONS AS SHOWN LINE OF MAX EXCAVATION. 1 IF SOIL IS OVER EXCAVATED, REPLACE WITH LEAN MIX CONCRETE. FIRM BEARING SOIL OR COMPACTED STRUCTURAL FILL TYPICAL FOOTING DRAIN SCALE: 1" = V-0" COUNTERSINK ADDITIONAL Ef - STUD AS REC THREADED ROD AS REC PER PLAN AND HOLDOV SCHEDULE. INSTP W/ HILTI HIT-HY 2 EPO CONC STEM WALL — TOP OF FTG n ALL PER D SCHED HOLDOWN DETAIL (EXIST FOOTING' SCALE: 1" = V-0" NOTE: WHERE CONCRETE WALL WITH HT > 3'-0" EXISTS, ROD MAY EXTEND 24" MIN INTO WALL W/ NUT & WASHER AS SHOWN COUNTERSINK ADDITIONAL END STUD AS REQ'D THREADED ROD AS REQ'D FOR HOLDOWN W/ NUT AND WASHER AT BASE. EXTEND ROD INTO FTG, TYP UNO TOP OF FTG - HOLDOWN DETAIL SCALE: 1" = V-0" II II II II II II �, II STUD WALL PER FRAMING PLAN NOTES SHEATHING AND NAILING PER PLAN AND SHEAR WALL SCHEDULE PAVING OR FINISHED GRADE PER ARCH DRAWINGS °°o 00 0.° 00 0 ° 0 00 0 o 00. ° °O ° SHEAR WALL PER PLAN AND SCHED HOLDOWN PER PLAN AND SCHED EXIST OR REBUILT STUD WALL PER PLAN NEW ANCHOR BOLTS, SIZE AND SPACING PER SHEAR WALL SCHED 00 ° EXIST STEM ° 0p0 OO O p WALL PER PLAN O° 0oOo 000 °0°° 00 °° ° O OOoc� °O EXIST FTG PER PLAN EXISTING STEM WALL SECTION SCALE: 1" = V-0" A COL PER PLAN BEAM PER PLAN AND SCHED DECKING PER ARCH SIMPSON ABU66 POST BASE W/ (2) 5/8"0 AB ATTACH JOIST W/ SIMPSOf LUS HANGERS 8"x8" CONCRETE PLINTH W/ (4) #3 TIES EQ SPACED (4) #4 HOOKED bo DOWELS 6" I I JOISTS PER PLAN; BOTH SIDES OF BM A II I=1 @ SIM SECTION II (3) #4 BOT 2' 3" SQ EA WAY TYPICAL DECK FOOTING DETAIL SECTION A -A ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 08/ l3/ 2020 J Q H z O m tl N O (n � w w 0 0- 0 W Q � C) ---- 00 O Y Q DESIGN: CGP DRAWN: JCP CHECK: CMJ JOB NO: 20264.10 DATE: 08/ 1 3/2020 J 0 � O J 12 Q W � O W L O BM TO 'SIMPSON W Q Lj qGER U oo L u V) Z � a O a J in O Q Z Z Z O00 O Lo Q O w a 0) Li z J U- SHEET: S201 V / SCALE: 1" = V-0" STAGGER NAILS ON EA SIDE OF PANEL JOINT AS REQUIRED PER SHEAR WALL SCHED —n-------�— — I.1 II I0I II HEADER PER PLAN 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 I CRIPPLE STUDS PER I I I I I j I I 11 PLAN; DO NOT CUT I I I 1 1 1.1 1.1 I I, AWAY MATERIAL FROM 1• 1 1 1 1 I CRIPPLE STUDS j I II I I 11 I I II I •I I, I I 1 1.1 1 I I I I I I I I I I III IIII I I I•I I I I.I I• I I I.I FULL -HEIGHT I I•I I I I I I I� I I I HOLDOWN CHORD IIII IIII I I 11 I I I •1 I I I 11 11.11 II II II I• I I II I I I I I IIII I•I I I I II I•I I I II I, I 1.1 I I I II IIII 11.11 I l 11 II I II II I I I• I I •1 I I 11 II I I I I i I•I I•I I, 1�1 AB W/ SIMPSON BP I•I I I I I I I •I PL WASHER, TYP I j 11 I I I I I I' I 11 PT SILL PL PER SHEAR I•I I I I.1 WALL SCHED I I I •1 I I I I CONCRETE FOOTING I I II I I• I I II I OR P/T SLAB I•I ,I I, A 1•I II I NOTES: 1. REFER TO STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. 2. FOR SHEAR WALLS WHERE NO HOLDOWNS ARE SPECIFIED THE FIRST AB SHALL BE LOCATED NOT MORE THAN V-0" AND NOT LESS THAN (7) BOLT DIAMETERS FROM END OF WALL. TYPICAL SHEAR WALL DETAIL SCALE: 3/4" = V-0" ------71-------rl-------n-------n-----r11 101 101 101 1.1 1 101 II II II II 111 III II II II II III II II II II I�f II II II II II II II II 111 11. II II II II I 1 I II II �I III FRAMING AT ADJOINING I I I I•I I I PANEL EDGES PER SHEAR I I 1 11 1 I'I WALL SCHED •I II 11 YY 111 I I I I I I I I I I• I II II II II III II II II II II II II II II _J L -- ;-- j,i— ;-- ;—i F,---,-- •i 1,1 1,1 II II II II II II II II II II II II II II II I'I I,I I,I II II II II II II II II II II II II II II II I'I I,I I,I II II II II II II II II II II II II II II II I'I I,I I,I II II II _o _ II II . _ L L _ _ _ _ _ _ 1 L ------ II II I II II 11 11 11 11 II II 11 —IL ______1 AB SIZE AND SPACING A I� PER PLAN AND SHEAR WALL SCHEDULE, TYP RIM BOARD OR BLOCKING I1 <� -I I I-1 1 L -1 1 1-1 1 1- -1 1 1-1 1 1- SIMPSON A35 (ONLY REQUIRED AT EXTERIOR HEADERS GREATER THAN U SPAN) (6) 0.131"0 x 3" NAILS TYPICAL STUDS NAILING PER TYP BUILT-UP STUD COLUMN DETAIL AT HOLDOWNS: PROVIDE FULL HT HOLDOWN CHORDS PER HD SCHED. OTHERWISE: (1) 2x FULL HT TYPICAL HEADER DETAIL TYP DOUBLE TOP PLATE BEAM OR HEADER PER PLAN AND NOTES CRIPPLE STUDS PER PLAN AND COLUMN SCHEDULE OR STRUCTURAL NOTES PANEL EDGE NAILING PER SHEAR WALL SCHEDULE, TYP PANEL EDGE NAILING INTO HOLDOWN CHORDS, TYP INTERMEDIATE NAILING @ 12" OC SHEATHING PER PLAN AND SHEAR WALL SCHEDULE HOLDOWN CHORD PER SCHEDULE. REFER TO TYPICAL BUILT-UP COLUMN DETAIL ADDITIONAL END STUD IF REQUIRED TO PROVIDE COUNTERSINK FOR HOLDOWN BOLTS HOLDOWN ANCHORAGE PER PLAN AND SCHEDULE SIMPSON CNW COUPLER 1/2" TO NUT W/ SIZE TO MATCH SHEATHED EDGE HOLDOWN ANCHORAGE PANELEDGE NAILING PER SHEAR WALL SCHED CONTINUE HOLDOWN CHORD TO FOUNDATION CONCRETE STEM WALL CONCRETE FOOTING EDGE NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES, TYP 0.131"o x 3" NAILS @ 9" OC (2) ROWS OF 0.131" 0 x 3" NAILS @ 9" OC STUD WALL PER FRAMING PLAN NOTES, TYP NOTE: STAGGER SHEATHING AS SHOWN. (IBC TABLE 2306.3.1, CASE 1 OR 3) INTERMEDIATE FRAMING MEMBERS PLATE WASHER SHEATHING PER SHEAR PANEL, TYP WALL SCHED SECTION A -A SCALE: 1 1/2" = 1'-0" EDGE NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES, TYP SHEATHING (OR GWB) AND NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES, TYP A. CORNER INTERSECTION B. 'T' INTERSECTION TYPICAL WALL INTERSECTION DETAIL SCALE: 1" = V-0" \ v f SCALE: 1" = V-0" BUILT UP ROOFING CONTINUOUS PANEL EDGES SUPPORTED PANEL EDGES 2x OR 3x BLOCKING ONLY IF BLOCKED DIAPHRAGM IS SPECIFIED FRAMING MEMBERS W/ SPACING PER PLAN DIAPHRAGM BOUNDARY (SHEAR WALL, BEAM, OR DRAG STRUT) TYPICAL FLOOR/ ROOF SHEATHING DETAIL SCALE: NTS 2x6 STUD @ 2x4 CROSS WALL 2x8 STUD @ 2x6 CROSS WALL EDGE NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES, TYP 0.131"0 x 3" NAILS @ 9" OC STUD WALL PER FRAMING PLAN NOTES, TYP SHEATHING (OR GWB) AND NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES, TYP PER ARCH EXISTING STUD PANEL EDGE NAILING WALL ABOVE SHEATHING PANEL PER PLAN ROOF NOTES EDGE NAILING PER '\ PLAN NOTES ATTACH JOISTS TO 2x RAFTERS NEW BM W/ US HANGERS SIMPSON 2x BLOCKING PER PLAN � H2.5A EA RAFTER J SIMPSON A35 EXIST JOISTS PANEL EDGE NAILING FRAMING CLIP PER SW PER PLAN &SHEAR SCHED (24" OC MAX) NEW BM PER PLAN WALL SCHED JOISTS PER PLAN W/ SIMPSON LUS HANGERS TO BEAM SECTION AT OFFSET WALL NOTE: SUPPORTS AT SOLID POSTS SIM. BEAM PER AND SCHE SIMPSON LTP4 C A35 FRAMIi ANCHOR EACH SII OF BEA SOLID OR MULT STUD COLUMN PER F—. IVIIIV V INIU PARALLEL TO STUD WALL ADJACENT NAILS IN A ROW ARE TO BE DRIVEN FROM OPPOSITE SIDES, TYP FOR 2x4 STUDS, PROVIDE SINGLE ROW OF NAILS STAGGERED EA SIDE WITH 1 1/2" EDGE DISTANCE. FOR 2x6 STUDS, PROVIDE (2) ROWS OF NAILS SPACED AT 2 1/2" W/ 1 1/2" EDGE DISTANCE 9" OC MAX SPACING BETWEEN ADJACENT NAILS IN A ROW 0.131"0 x 3" NAILS, TYP (5) STUDS MAX TO BE USED FOR BUILT-UP COLUMNS TYPICAL BUILT-UP STUD COLUMN DETAIL SCALE: 1" = 1'-0" STUD WALL SOLID nrniii TYPICAL FLUSH BEAM SUPPORT DETAILS SCALE: 1" = V-0" DIAPHRAGM BOUNDARY NAILING PER ROOF FRAMING PLAN NOTES FULL DEPTH BLKG ROOF SHEATHING AND NAILING PER ROOF FRAMING PLAN NOTES BUILT UP ROOFING PER ACRH 16d@6"OCR ROOF RAFTERS PER PLAN 2x4 BLKG W/ 16d @ 6" OC SIMPSON H2.5A TIE BEAM PER PLAN TYPICAL RAFTER SUPPORT DETAIL BUILT UP ROOFING PER ARCH 2x BLKG PERPENDICULAR TO STUD WALL SHEATHING AND NAILING PER PLAN NOTES 2x BLKG OR A35 CLIP PER SW SCHED STUD WALL ______ JOISTS PER PLAN RIPPED 6x6 SLEEPER; I ATTACH TO BLKG BELOW W/ 1/4"0 x 8" SIMPSON EXIST ROOF SIDS SCREWS @ 16" OC RAFTERS CUT EXIST RAFTER TAILS EXIST CEILING JOISTS VERIFY/PROVIDE 2x BLKG EXIST STUD WALL SHEATHING & NAILING PER SHEARWALL SCHEDULE TYPICAL RAFTER SUPPORT DETAIL O GI ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 08/ 13/ 2020 J Q Z O m O (n W w a O QN � C) ---- 00 O Y Q DESIGN: CGP DRAWN: JCP CHECK: CMJ JOB NO: 20264.10 DATE: 08/ 1 3/2020 V / Q W 0 L.L 0 0 J 0 � o Li Q LEILij N C� ULj0000 Z 0) W (� L o a Q Z LL_ J ili O � Z Q Z 0 0 0 00 0 Id Lo 0 3:: a 0) Li w 11 SHEET: S3ml SCALE: 1" = V-0" SCALE: 1" = V-0" SCALE: 1" = V-0"