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APPROVED BLD PLN ENG BLD2021-1197+Architectural_Plan+8.27.2021_12.12.28_PM+2380512PROJECT INFORMATION PROJECT ADDRESS: 21410 96TH AVE W, EDMONDS, WA 98020 PROJECT DESCRIPTION: REMODEL OF SINGLE FAMILY RESIDENCE; NO CHANGE TO BUILDING FOOTPRINT PROJECT OWNER: CHRIS SELLSTONE AND LINDA BLISS 21410 96TH AVE W EDMONDS, WA 98020 DATE OF CONSTRUCTION: 1964 TAX LOT #: 00496500001100 LEGAL DESCRIPTION: LEANNE LANE BLK 000 D-00 -LOT 11 ZONING: RS-8 LOT AREA: 7,405 SF (.17 ACRES) PER SNOHOMISH COUNTY TAX ASSESSOR LOT COVERAGE &IMPERVIOUS SURFACE CALCS BUILDING COVERAGE (E) HOUSE (INCLUDES GARAGE): 1,858 SF (E) COVERED ENTRY: 56 SF (E) COVERED PATIO: 186 SF TOTAL: 2,100 SF MAXIMUM ALLOWED BUILDING COVERAGE = 35% EXISTING AND PROPOSED BUILDING COVERAGE = 740° = 28.3% "MAX EAVE EXTENSION OF 30". REFERENCE ROOF PLAN 1/A2.3� IMPERVIOUS SURFACE: (E) BUILDING COVERAGE (PER ABOVE): 2,100 SF (E) DRIVEWAY: 385 SF (E) DECK: 300 SF (E) LOWER ENTRY TO BE REMOVED: -14 SF (N) LOWER ENTRY: 80 SF TOTAL PROPOSED IMPERVIOUS SURFACE: 2,851 SF NEW/REPLACED IMPERVIOUS SURFACE: 66 SF 'NO MITIGATION REQUIRED HEIGHT LIMIT AND YARD SETBACKS HEIGHT CALCULATION: AVERAGE GRADE CALCULATION: 334 + 334 + 336 + 336 / 4 = EL 335 SEE SITE PLAN, A1.1 AND EXTERIOR ELEVATIONS, A4.1-A4.2 MAXIMUM ALLOWED HEIGHT: 25'-0" FROM AVERAGE GRADE = EL 360 MAXIMUM PROPOSED HEIGHT (SEE EXTERIOR ELEVATIONS A4.1/A4.2) �17'-0" FROM AVERAGE GRADE = EL 352 YARD SETBACKS: REFERENCE SITE PLAN 1/A1.1 ENO CHANGE TO EXISTING SETBACKS, NO CHANGE TO BUILDING ENVELOPE* TREE REMOVAL NO TREES TO BE REMOVED. PROTECT AND PRESERVE ALL TREES/VEGETATION SHEET INDEX SITE PLAN, PROJECT INFO, NOTES &ENERGY INFO A1.1 ENGINEERING SITE PLAN, EROSION CONTROL &UTILITY INFO A1.2 DEMOLITION PLANS AND NOTES D1.1 PROPOSED PLANS AND NOTES S A2.1 ROOF PLAN AND DETAILED PLANS A2.2 BUILDING SECTIONS &DETAILS A3.1 BUILDING SECTIONS &DETAILS A3.2 BUILDING SECTIONS &DETAILS A3.3 EXTERIOR ELEVATIONS A4.1 EXTERIOR ELEVATIONS &DOOR AND WINDOW SCHEDULES A4.2 STRUCTURAL GENERAL NOTES S1.1 FOUNDATION AND FRAMING PLANS S2.1 STRUCTURAL DETAILS S3.1 STRUCTURAL CALCULATIONS APPENDIX A GENERAL NOTES 1. ALL WORK TO BE DONE IN COMPLIANCE WITH ALL APPLICABLE CODES, LAWS, AND REGULATIONS OF ALL AUTHORITIES HAVING JURISDICTION OVER THE WORK. 2. CD SET TAKES PRECEDENCE OVER PERMIT SET. APPROVED PERMIT SET TO REMAIN ONSITE AT ALL TIMES. 3. CONTRACTOR TO VERIFY ALL DIMENSIONS, MEASUREMENTS AND CONDITIONS IN THE FIELD BEFORE BEGINNING WORK. ANY DISCREPANCIES, ERRORS OR OMISSIONS TO BE BROUGHT TO THE ATTENTION OF THE DESIGNER IMMEDIATELY. 4. UNLESS NOTED OTHERWISE, ALL ANGLES TO BE RIGHT ANGLES, ALL LINES WHICH APPEAR PARALLEL ARE TO BE PARALLEL, AND ALL ITEMS WHICH APPEAR CENTERED ARE TO BE CENTERED. CONTRACTOR TO BE RESPONSIBLE FOR MAINTAINING ALL LINES TRUE, LEVEL, PLUMB AND SQUARE. 5. DETAILED AND/OR LARGER SCALE DRAWINGS TAKE PRECEDENCE OVER GENERAL AND SMALLER SCALE DRAWINGS. POSTED DIMENSIONS WILL TAKE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR TO VERIFY SCALED DIMENSIONS WITH DESIGNER BEFORE PROCEEDING WITH WORK. CODES/REFERENCES 2018 INTERNATIONAL RESIDENTIAL CODE 2018 WASHINGTON STATE ENERGY CODE EDMONDS COMMUNITY DEVELOPMENT CODE PROJECT CONTACTS DESIGN: NINA FRANEY EDGE DESIGN &BUILD, LLC 206.940.5627 NINA@EDGEDESIGNBUILD.COM BUILD: EDGE DESIGN &BUILD, LLC 206.920.2885 SUZANNE@EDGEDESIGNBUILD.COM STRUCTURAL ENGINEER: DANIEL BUKER BUKER ENGINEERING 206.258.6333 ENERGY INFO 2018 WASHINGTON STATE ENERGY CODE, CHAPTER 5 EXISTING BUILDINGS SEE SECTION R503 ALTERATIONS BUILDING ENVELOPE REQUIREMENTS 2018 WASHINGTON STATE ENERGY CODE -RESIDENTIAL EXISTING: SECTION R503 ALTERATIONS, R503.1.1 ALTERED: GENERAL (PRESCRIPTIVE) PER R402.1 TABLE R402.1.1: INSULATION &FENESTRATION REGlUIRED PROPOSED LOCATION 5 AND MARINE 4 REPLACED/ALTERED VERTICAL FENESTRATION U-FACTOR 0.3 0.3 EXISTING CEILING: ATTIC R-VALUE R-49 R-49 ALTERED CEILING: SINGLE RAFTER R-VALUE (*ref note e) R-38 R 38 EXISTING 2X4 WALLS, ABOVE GRADE R-VALUE R-15 R-1 S NOTES: 1. DUCT TESTING: DUCTS SHALL BE TESTED PER R403.3.3. PROVIDE A COPY OF THE "DUCT LEAKAGE AFFIDAVIT FOR NEW CONSTRUCTION" TO THE BUILDING INSPECTOR PRIOR TO AN APPROVED FINAL INSPECTION PER R403.3.3. 3. PER SECTION R404.1: A MINIMUM OF 75% OF PERMANENTLY INSTALLED LAMPS IN LIGHTING FIXTURES SHALL BE HIGH -EFFICACY LAMPS. � i i i \\ ii � � �� l � � � � � � � � � � � � � � � � �� 21'-02" � �� EXISTING SIDE YARD SETBACK. �� *NO CHANGE) ��� � �� �� 6' _ _ �� ��� � - - - � Y � Q �I m w � w _ DC (,�j I r`�� Q -�r z U��CQ CV O �z � I � � � I REQUIRED z I SETBACK AREA, vv � �QO w � I II TYP AS NOTED I � �� I __ __ EL: 334 � � I I �� I � �� � I I I � I � i NEW �18" � �� I i RETAINING � I i WALL � � I I � I � i � a �Q � I i ° al I �� II LOWER ENTRY � �� I II TO BE REMOVED: a L� � � I 14 SF � I ° a � � 1 a �I, � I �� I � � I I �� � Q Il NEW ENTRY: � � � I O I 80 SF D� � U i I N r I I DN � � � \� II (E) GAS METER o � ti�� �� 1 I (E) HB TO REMAIN O � � I � p � I 1 I I I � �� II I LINE OF (E) c� � I � ROCKERY TO z � I REMAIN, TYP � � 1 � �� x 1 w � I I\ I � I I� 1 � I � � � � ll I IIII i EXISTING DECK @GRADE TO REMAIN: 300 SF Q Z � _ w _ w � z \ T � � Y Q rt � U = �vC3QU � c�w/)l O'.... x X W \ I ` �� I \ I �\ I ` I \ � SITE PLAN SCALE: $" = 1'-0" ENGINEERING DIVISION APPROVED AS NOTED �,�'! 9/27/2021 PROJECT DOES NOT TRIGGER STORMWATER MANAGEMENT. I I I I I I I I I I I I I I "Nothing in this permit approval process shall be interpreted as allowing or permitting tl�e maintenance of any currently existing illegal, nonconformingpr unpermitted building, structure or site condition which is outside the scope of the permit application, regardless of whether such building, structure or condition is shown on the site plan'l or drawing. Such building, structure or condition may be the subject of a separate enforcement action." � � LAUREL LANE � � RIM SWMH = 329.12' 22'-78" \� PER RECORDED SURVEY 34'-01 " EXISTING FRONT YARD �� AT 9610 LAUREL LANE 4 EXISTING &PROPOSED STRUCTURE � SETBACK � �� *NO CHANGE* � � \ �� o n -- � - - - _ _ _ � -\ �\ �� � �� - _ �� �� EL: 334 I I� \ � I I \ � I I II �� � I � I \ \\ \ \\\ \\ I°� �� � �� - �n� - . UP I ST °° T °i° EXISTING � � a COVERED ENTRY �� ° PORCH: 56 SF � I � � � - � ° EXISTING WALK: � 70 SF I II I I II a I II I II I II a � \ LINE OF EXISTING ROOF \ OVERHANG, TYP (E) ELEC� � a METER `� � ° ° \ a a ° I \ a\ I � a a a\ I � � �� � �� � � a � ° I �Q\ a � a° a I° � °� a< I a � ° d EXISTING � a a �°3 6 COVERED a � ° , � ° � a ° 4° PATIO ° \� ° a EXISTING DRIVEWAY/ a `\ I TO REMAIN: � a \ 186 SF ° HARDSCAPE: a a ^ `\ a a � a ° a 385 SF a I � a ��° a ` \ j Q a a a ° � a 18" EXISTING ROOF OVERHANG, TYP � \\ e d � u � � � \ EL: 336 EL: 336 _ -- - - - � I APPROVED BY PLANNING Sep 22 2021 �Q O �\ �`� i �--� 1 \ �� ��� I 338 � � _ I U w m� �z � Q U 2 C7 U Z O �z i� w ��i W Q OBTAIN ELECTRICAL APPROVED ALL WORK SUBJECT PERMIT FROM PLANS MUST BE TO FIELD STATE LABOR � INSPECTION FOR INDUSTRIES ON JOB SITE CODE COMPLIANCE ' Zone RS-8 -------. Corner �......: Flag Setbacks: Required Actual 25' 21'8", Front ;---------- �7„ Sides 7.5' ------ 5'7", 21' Rear Other 25' 16'11" Height City Of Edmonds Building Department Work REMODEL Address 2410 96TH AVE W Owner BLISS Approved Date , 9/20/2021 Building Official ; � w. � p�suc Permit Number gLD2021-1197 0 U � '� � � MT W � N a1 N Z Q � � c � � � � � ui � v � =z� �_ L() J � � O � � N 3 � �O }' c�i� �m = '� v o r � O � U INTAKE 08.27.21 12527 REGISTERED ARCHITECT VIRGINIA FRA Y STATE OF WAS GTON �_ J J m W Q 0 Oz J W a2f � W �z � J � W Q mJ Q� Z J L � W +� °� rnz O J � W 2 r � (n U N w PERMIT SITE PLAN & PROJECT INFO ECEIVE Aug 30 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A1.1 FILTER FABRIC— � UREDT02"X2" 14 .WIRE FABRIC WOOD OR of lUIVALENT � � 8"— 12" -� � �-1' I—� � �- -1 I I=1 I I=� � �_ �=I 11.=1 I I —I 11=1 i �—� =1 11=1 I I —I 11=' ' -� I I-1 I I: 8" PLACE 3/4"-1.5" WASHED GRAVEL IN THE TRENCH AND ON BOTH SIDES OF FILTER FABRIC FENCE ON THE SURFACE. i cu C❑NTRACT❑R/REVEL❑PER SHALL MAINTAIN AND REPLACE STRAW BALES T❑ INSURE PR❑PER ER❑SI❑N C❑NTR❑L '�90-199v FILTER FABRIC MATERIAL IN C❑NTIN❑US R❑LLS USE STAPLES ❑R WIRE RINGS T❑ ATTACH FABRIC TO WIRE, ii ii ii ii WIRE MESH SUPP❑RT EEN�E � � T❑ SUPP❑RT FILTER EA$I�IC, ii ii ii ii ii ii ii i it � �=III—I I �—, i i �� I I-1 I I—� � �—� � i—I 11=1 11=1 11-1 I I-1 � i—� i I � � 1=1 i'II ��I,;�Illiiillliiilll_„III-1��- ' "�—��III- it URY BOTT❑M ❑T FILTER i i TERIAL 8" T❑ 12" i i �� �� � 6' MAX. � ii ii L�1 L J R\ 2" X 2" W D P❑STS ❑R EQUIVALENT CITY INSPECTI❑N REQU ED ❑N ALL ER❑SI❑N C❑NTR❑L METH❑ S BEE❑RE ❑THER W❑RK CAN BEGIN C 00 O� �DOO D REVISIONS TTAN DAR D D ETAI L- APPROVED BY DATE FILTER FABRIC FENCE FILTRATION SYSTEMS DATE 7/24/01 SCALE NTS DWG No. E1.1 GRATE SILT FENCE NOT REQUIRED IF MAINTAINING EXISITNG SITE VEGETATION AND OTHERWISE ENSURING SILT LADEN RUNOFF DOES NOT LEAVE THE PROPERTY. IF SILT FENCE BECOMES NECESSARY, PLEASE REFER TO CURRENT CITY STANDARD DETAIL ER-900 �a a a °, ° a° /a FILTER S CK WITH ❑VER E W H❑DES �/ CATCH BASIN ° -a a ° HIS APPL_ICATI❑N SHALL BE INTAINED AT ALL TIMES DU ING C❑NSTRUCTI❑N PERI❑D, SEDIM NT SHALL BE REM❑VED ❑N A REG AR BASIS T❑ MAINTAIN EIL_TRAT N EEEECTIVENESS CITY INSPECTI❑I)V REQUIRED ❑N ALL_ ER❑SI❑N C❑NTR❑L MEASURES BEE E W❑RK CAN BEGIN C 00 O� �DOOD �✓ REvisloNs STANDARD DETAIL- \ APPROVED BY DATE TEMPORARY SEDIMENT TRAP FOR CATCH BASINS D, GEBERT 10/06/03 D, GEBERT 05/19/05 �890-199� D, GEBERT 05/05/06 DATE 7/24/01 SCALE NTS DWG No. E1.3 R ENGLISH 11/O1/13 i � I i i i I i i i I i 1 � � � � i I � � I I I � \\ I � \ � � I � � l II \ \ \ s � s s s s s s—s � � —s—s—s_s —s—s—s—s—s—s—s— — _ s s s—s—s—s— s s—s—s— — _ _ _ _ � T--s s s s s—s—s—s_s_s_s_s_s_s�s_s_s—s �� �y � \ � � � �� \� � `� � � \� � % � \� � � � � � � � � � � � � � �� � � � � � � �cr� — — \ � �� — — PROPERTY LINE `� � ` _ �_ — � \ � 1 — — — — __�_ ` � � \ � _ — �\ _ _ � 1 � i � \ \ � �� � \ � � i t� I��. � I \ \\ � � TEMP STOCKPILE LOCATION AS REQUIRED PER CK—E.05 �� I � � � � A� � I `� �� I � I �� \�� � PROVIDE FILTER FABRICI �� I �� li FENCE PER E1.1/A1.2 ASI � �� � SHOWN I 1 I �\ I I � I � � I \� � i I � � I � � c�Q � � i � � I I `� � , i � �J i � I i � � i � I �� � � � � �\ Q I � � � I o i � � � � � � �� �� �� � � �� �� � � � � �' i \ 1 � i �� i � I I � 1 � � ,� �, '',I I� �`� i �\ � I \`� — — `, �`� � ` `� I \ �\ SITE PLAN: ENGINEERING SCALE: $" = 1'-0" \\ I � � i ` �� � � � � � 1�` � � � � \ I � � � � � 2 \ � i �_ J.S. D.S. o � O I I \\ � \ � � I � � � � � � � I � � °aa °° °°d_°° I° I�° I° ° °° ° ° ° I u I ° � �d ° I ° ° ° ° T a ° °a ° ° a �\ ��� \`� OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY UTILITIES MAY REQUIRE A SEPERATE PERMIT. OWNER/CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE I � i �� `. ��, I I � � �\ ° — D.� � `� i ��Q °° � I I° ° I °I a `� � `� II I ° 11—� �� II ° II II � \� ° I I I II I II I z � II I } � s\� — � °P a � � III` I ° D.S� � o a � \ ` I �° I o_ °, °_ °, d a� °\ ° a I ° a °��� ��a_ a° a �s °' �- - -.� _ _ d a °I °° ° � ° - a° �� �_ ° � \ �_ I °'° - _ _ `� ° I ° ° ° a `� STABILIZED ° ° ° , ° ° a ° `� CONSTRUCTION � °a a, ° �`� ENTRANCE PER � � ° ° °° ° ° i �`� E1.2/A1.2 � ° � 18" EXISTING ROOF OVERHANG, TYP J � �� I i 338 � � , 1 ENGINEERING DIVISION APPROVED AS NOTED ��'�ti�9/27/2021 EXISTING DRIV WAY TO R TACT; THEREF RE, ROCK CONSTRUCTIO ENTRANC REQUIRED. ST EFTS TO B CLEAN. UTILITY LEGEND ssssss SEWER WATER OVERHEAD POWER -------------------- GAS ��N�l I N OT .PT ENGINEERING PLAN NOTES 1. PROVIDE FILTER SOCKS AT CATCH BASINS DOWNSTREAM FROM CONSTRUCTION SITE WHERE OCCURS PER E1.3/A1.2 2. ALL DISTURBED SOILS TO BE COMPOST -AMENDED PER BMP T5.13 3. ALL DOWNSPOUTS TO DRAIN TO EXISTING TIGHTLINES OR SPLASHBLOCKS AS SHOWN 0 � '� � � Mr W � N a1 N Z Q � � c ��� �� ui � v � =z� �_ Ln J � � � � � N 3 � c� �O }' c�i� �m = '� v o r � n � U INTAKE 08.27.21 12527 REGISTERED ARCHITECT 1 VIRGINIA FRA Y STATE OF WAS GTON �_ J J m W Q 0 Oz J W °tS � W �O � J W Q mJ Q� Z J L (I J W +� � � rn Z �� 00 T J � � W 2 r � (n U N w PERMIT ENGINEERING DETAILS &PLAN ECEIVE Aug 30 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A1.2 6'-2" ALIGN WITH WINDOW ABOVE K? MAIN FLOOR AND BASEMENT DEMO PLAN ,,, , �, 2 SCALE: 4 = 1 -0 ROOF DEMO PLAN SCALE: 4" = 1'-0" MAIN AND LOWER FLOOR DEMO PLAN NOTES 1. VERIFY EXTENT OF WORK AT PLUMBING/ELECTRICAL/HEATING PRIOR TO BEGINNING WORK 2. CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS AND BRING ANY DISCREPANCIES TO THE ATTENTION OF OWNER/ARCHITECT 3. PROVIDE SHORING AS REQUIRED AT EXISTING BEARING LINES D REMOVE ATTACHED SHED D REMOVE INTERIOR PARTITION WALLS AND FINISHES D REMOVE ALL KITCHEN CABINETRY, COUNTERTOPS, APPLIANCES, LIGHTING FIXTURES, TRIM D REMOVE VINYL FLOORING D REMOVE FIREPLACE IN ENTIRETY; ADD TEMPORARY PROTECTION TO ROOF D REMOVE WOOD FLOORING, BASEBOARD, CURTAINS D REMOVE EXISTING STAIR FRAMING, HANDRAILS, TRIM, FINISHES D REMOVE ALL BASEMENT CARPET AND UNDERLAYMENT D REMOVE NORTH AND EAST PARTITION WALLS, FLOORING, FINISHES REMOVE ALL INTERIOR FINISHES, CLOSET PARTITION WALLS AND FINISHES, CLOSET DOORS KEEP LOAD -BEARING PLUMBING WALL, SELECTIVELY REMOVE TRIM AND FINISHES REMOVE ALL BATHROOM FIXTURES, FLOORING, FINISHES, AND WEST -FACING WALL REMOVE EAST -FACING WALL, FLOORING MATERIAL, ALL FINISHES, AND CLOSET DOORS REMOVE ALL SIDING &WINDOWS/DOOR FOR REPLACEMENT AT UPPER FLOOR DEMO PLAN EXISTING/REVISED OPENINGS SCALE: 4" = 1'-0" � REMOVE ORNAMENTAL POST FOR REPLACEMENT; SUPPORT BEAM REMOVE RETAINING/CURB AND SELECTIVE REMOVAL AT EXTERIOR WALL FOR NEW DOOR AND EXPANDED PATIO AREA (SEE FLOOR PLAN) UPPER FLOOR DEMO PLAN NOTES 1. PROTECT AND PRESERVE EXISTING FINISHED FLOORS ON UPPER LEVEL 2. VERIFY EXTENT OF WORK AT PLUMBING/ELECTRICAL/HEATING PRIOR TO BEGINNING WORK 3. CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS AND BRING ANY DISCREPANCIES TO THE ATTENTION OF OWNER/ARCHITECT 4. PROVIDE SHORING AT EXISTING BEARING LINES. NO WORK REMOVE STAIR FRAMING, FINISHES, HANDRAIL, TRIM REMOVE ENTIRE CABINET 19 PROTECT FLOORS AND FIXTURES, REMOVE CEILING FINISHES AND CEILING JOIST FRAMING IN HALLWAY, RETAIN RAFTERS FOR VAULTED CEILING ROOF DEMO PLAN NOTES 1. PROTECT EXISTING ROOFING, FASCIA AND SOFFITS AT AREAS OF NO WORK 2. CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS AND BRING ANY DISCREPANCIES TO THE ATTENTION OF OWNER/ARCHITECT 3. PROVIDE SHORING AS REQUIRED AT EXISTING BEARING LINES 2� REMOVE FASCIA/GUTTER SPANNING ACROSS EXISTING ROOF OPENING 2� REMOVE CHIMNEY, PROTECT OPENING UNTIL REPAIR IS COMPLETE EXTENT OF REMOVAL AT EXISTING CEILING JOISTS IN UPPER HALL. PROTECT EXISTING RAFTERS, SKYLIGHT, AND ROOFING 0 � �� � � T � N a1 N zQ�� � � � � ui � v � =z� �_ Ln J � � � � � N 3 u � O � }' c�i o=� v r Cn O � � ■ INTAKE 08.27.21 12527 REGISTERED ARCHITECT VIRGINIA FRA Y STATE OF WAS GTON �_ J J CD W Q 0 Oz_ J W °Lf OC �z � m� Q� OW �o �� rnz O J � W 2 r � (n U N W PERMIT DEMO PLANS & NOTES ECEIVE Aug 30 2021 CITY OF EDMONDS DEVELOPMENT SERVICES APARTMENT_ D A3.2 E A4.2 I I z C � D A3.2 --- I EXISTING (EGRESS) EXISTING (EGRESS) I I I I I �-� D A3.2 E A4.2 UPPER FLOOR PROPOSED PLAN SCALE: 4" = 1'-0" (E) BEDROOM 1 (E) BEDROOM 2 WOOD WOOD EXISTING ATTIC ACCESS TO REMAIN (E) SD � � (E) SD II OPEN TO EXISTING BELOW SKYLIGHT � — 'GUARD/HANDRAI � — J I sD 7R @ 3,� (E) UPPER 6T @ 1" DN HALL WOOD (E) SD (E) BEDROOM 3 WOOD EXISTING (EGRESS) I�--- A3.2 —--------------- C A B B A3.1 A3.1 DECK TO REMAIN 3" 3" 3'-7" 3'-7" 3'- " 3'-58" 6'-1" '-108" 0 � 0' REF DW SINK � — — — � o KITCHEN I °C WOOD I (E) COVERED "r00 � © DINING ROOM SEE A2.2 FOR CABINET LAYOUT PATIO �, � WOOD � _� EXISTING SKYLIGHTS �- � I CONCRETE C l,) A3.2 I COOK OP I F-2 WALL J � � � OVEN 2'-6" 6'-2" PER I ABOV O PER OVEi D (E) SD (E� 2�i'-118" PE C� w- OPEN PROGRAM � N C Ln��� r � w Q m w 302 N = �.,� r I N 36"GUARD/HANDRAIL � -- 2—��---��� 7 @ 1" � N 2i W - � � o � 36' G AR /H�AN[�RA�L � � � � In 7R @ 4" � W rb� OE O ENTRY ca wQ 6T @ 1' I I I v ��+ FP CL � � HALL -IN 201 — � WOOD ---��—I—�---- 5'-8" (E) LINE OF FLOOR ABOVE 5'-10" � w 11'-3" Ln�oo � O � VERIFY �.,� w � CENTER W/ ROOF OPENING t �II---------- - ------ 1 2 3 �_ �� 0 � � Q J � RO �1'-8" � 3'-105" °� 8 3'-7" 3'-7" 3'-7" ¢ � � EXS Q � Ln�ao i 3�� 3�� i � _ � � I I I `"' � I I NEW POST PER EXISTIN PORCH � - STRUCTURAL: EXISTING �r_00 VERIFY LOCATION 7'-21" L �, J PER EXISTING � � MAIN FLOOR AND BASEMENT PROPOSED PLAN � A3.1 A3.1 SCALE: 4" = 1'-0" (E) GARAGE CONCRETE O � - N 3'-2" RO �� 0 EXISTING SKYLIGHT ABOVE — LIVING ROOM WOOD II I B B A3.2 c FAMILY ROOM EXISTING O O �II E( )BATH WOOD 2'-115" w 8 00 ,o\\ ,,, E BATH TILE E) MASTER BED WOOD D A3.2 c� z _� X w E A4.2 I I I I I EXISTING (EGRESS) - ---� D I ' 2'-105" � 16" STEM WALL @ 6' (E) � 8 � EXTERIOR )VE EXISTING (EGRESS) (E) F L3 OFFICE 1 o����� ��z■ •� SD _ 11 '-78" PER POST ABOVE, VERIFY 5'-1" 6'-3-$" �O p F 3 �/ SD C'3 0 F-1 z X �o 101 w � O W ..,.�.. � 4�® MULTIPURPOSE/ � GUEST �� EXISTING (EGRESS) �� LL N w T D A3.2 E A4.2 PLAN NOTES 1. VERIFY EXTENT OF WORK AT PLUMBING/ELECTRICAL/HEATING PRIOR TO BEGINNING WORK 2. CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS AND BRING ANY DISCREPANCIES TO THE ATTENTION OF OWNER/ARCHITECT 3. PROVIDE SMOKE /CARBON MONOXIDE DETECTOR ALARMS PER IRC R314 AND IRC 315 SD 4. VENT KITCHEN/BATH/LAUNDRY FANS PER IRC TABLE M1505.4.4 AND TABLE R403.6.1 OF THE 2018 WASHINGTON STATE ENERGY CODE F-1 50 CFM INTERMITTENT, PANASONIC WHISPERQUIET OR EQUAL F-2 100 CFM MINIMUM. FINALIZE SIZE AND MAKE UP AIR REQUIREMENTS PER IRC M1503.6 5. PROVIDE WHOLE HOUSE VENTILATION PER TABLE M1505.4.3(1): 4-5 BEDROOMS, 1,501-3,000 SF F-3 WHOLE HOUSE MECHANICAL VENTILATION AND OPERATION PER M1505.4.1 - 4.4 PLAN LEGEND NEW WALLS NO WORK O DOOR TAG OX WINDOW TAG PROJECT KEYNOTES: 101 PROVIDE BLOCKING PER ARCHITECT 102 PROVIDE SUPPORT DOWELS AT STUDS FOR FLOATING SHELVES 201 NEW FACTORY -BUILT GAS INSERT FIREPLACE. PER IRC 1004.1, FIREPLACE TO BE LISTED, LABELED AND INSTALLED WITH THE CONDITIONS OF THE LISTING . FIREPLACE TO BE TESTED IN ACCORDANCE WITH UL 127 301 FULL HEIGHT VERTICAL WOOD SLAT SCREEN W/ 4" MAX SPACING 302 FAMILY ROOM CABINETRY: ALTERNATE PER OWNER WALL TYPES I � � I EXISTING EXTERIOR WALL TO REMAIN/INFILL: EXISTING 2X4 STUDS AT 16" O.C. WITH NEW R-15 INSULATION. SHEATHING PER STRUCTURAL, NEW SIDING PER SPECIFICATIONS AT EXTERIOR, NEW 2" GWB AT INTERIOR. I — I NEW INTERIOR NON -BEARING WALL: CONSTRUCT WALL FROM FLOOR TO UNDERSIDE OF STRUCTURE WITH 2X4 STUDS (OR TO MATCH WHERE ALIGNED WITH EXISTING) AT 16" O.C. WITH 2" GWB EA. SIDE. C�— REVISED EXTERIOR WALL ASSEMBLY: ADD R-15 MIN RIGID INSULATION AND 2" GWB TO CONCRETE STEM WALL. ADD 2X6 FURRING TO EXISTING 2X4 STUD WALL TO ALIGN WITH INSULATED CONCRETE STEM WALL. FURRING IS TO BE CONSTRUCTED FROM THE TOP OF THE STEM WALL TO THE UNDERSIDE OF THE EXISTING CEILING AT 16" O.C. NEW 2" GWB ON THE INTERIOR SIDE. SEE 4/A3.3. D�— NEW/REVISED INTERIOR PLUMBING WALL: CONSTRUCT WALL FROM FLOOR TO UNDERSIDE OF STRUCTURE WITH 2X6 STUDS AT 16" O.C. WITH 2" GWB EA. SIDE. ALIGN WITH ADJACENT AS APPLICABLE. E 0 U � �� � � T ���'� � N � 41 Z Q � � C � � � � � = z rn � c � � � L~(i J ON � � U � Ln O c°i � +' �m = � v c r v� 0 3 INTAKE 08.27.21 12527 REGISTERED ARCHITECT VIRGINIA FRA Y STATE OF WAS GTON Cn J J m W Q 0 O� Z � J W a2S � �Z � DJOO Q� Z J = c,!) W � O� rn� �� 00 T J � � � W = r 0 c� U c� w PERMIT FLOOR PLANS & NOTES ECEIVE Aug 30 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A2.1 11'-4$" 14'-54" 13„ � FINALIZE WINDOW PER CABINETS 4 SCALE: 2 = 1'-0" EXISTING ROOF STRUCTURE AND ROOFING TO REMAIN: NO WORK UNLESS NOTED OTHERWISE I I I 6�_�8�� ��� I 0 N �-- REF DW SINK -----� I 3'-04" � � � _ 1'-0" 2'-0" 2'-9" 1'-6" 1'-7" _ r MIGO T T M 8'-4" 3'-108" __ � � � I 2'-22' I 1'-6" � 3'-0" I� 11'-6" I I T I I I COOKT P W/ MIS WALL DOW F-2 AFT i r � OVEN/ r fV MICRO I �� � __J � � \ /L-___J N / \ T 2'-O$" 2�_08�� 2�_08 � 2�_�5�� � rT� T �°O r PANTRY I I I I I I I �� J °' � u �,.,� DETAILED ENTRY/KITCHEN PLAN -1 � 3 SCALE: 2 = 1'-0" DETAILED BASEMENT BATH PLAN SCALE: 2 = 1'-0" ���/, I I aE BEAM ABOVE I I I I I I I 5'-10" z x w E 0 U � � � � C _ � � � N N N Z Q � � � H � � � � LLI � � co = Z_ � �_ � � � Ln J � � � 3 � m �n0 �� �' °J o ado=� r Cn O � c� ■ INTAKE 08.27.21 12527 REGISTERED ARCHITECT VIRGINIA FRA Y STATE OF WAS GTON Cn _� J J m W Q 0 Oz J W �tS � � Z m O Q OW �o �� rnZ O J � W2 TD Cn U N W PERMIT ROOF PLAN & DETAIL PLANS RECEIVE Aug 30 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A2.2 REVISED ROOF ASSEMBLY r 1 0 (E) T.O. SUBFL( � (E) T.O.P. (E) MAIN FLOOR T.O.P. r�leo rn � (E) MAIN FLOOR T.O. SUBFLOOR M�« 1 A3.1 1 2 3 4 5 6 � i i i i i A3.1 L_—_— J � J SECTION A A ,�� , „ SCALE: 4 = 1 -0 1 2 3 4 5 6 A3.1 L- — J � _ J SECTION B B 1n i u SCALE: 4 = 1 -0 1 2 3 4 5 6 i i i i i i i i1'-114" 10'-7$" 13'-24" 6'-12" � 2'-14" L J SECTION C C 1n i u SCALE: a = 1 -0 -(N) GWB PER SPECIFICATIONS ' -(N) CEILING FRAMING, AS REQUIRED TO I PROVIDE CAVITY DEPTH FOR NEW INSULATIONI -(E) RAFTERS @ 24" O.C. I -(N) R-38 BATT INSULATION -(E) SHEATHING I -(E) TPO WATERPROOF ROOF ASSEMBLY I I I I (N) WINDOW HEADER PER STRUCTURAL I WHERE OCCURS I I L--- 2 A3.1 EXISTING EXTERIOR WALL ASSEMBLY @MAIN FLOOR -PATCH/REPAIR DRYWALL TO MATCH EXISTING AT INT -(E) 2X4 FRAMING AT 16" O.C. -(E) INSULATION TO REMAIN, (N) R-15 BATT INSULATION AT AREAS OF WORK -(N) WALL SHEATHING PER STRUCTURAL -(N) WATER RESISTIVE BARRIER PER SPECIFICATIONS -(N) SIDING PER SPECIFICATIONS EXISTING FIRST FLOOR ASSEMBLY -(E) 4X8 FLOOR BEAMS -(E) 2X CAR DECKING -(N) FINISH FLOORING PER SPECIFICATIONS -(N) R-30 BATT INSULATION 4 d (E) FOUNDATION TO REMAIN � �L— 4 � � O d Cz G T TYP EXTERIOR WALL SECTION AT MAIN FLOOR r�tvi� 2/A3.1 (N) Gl (N) BEng, , " , � , , ,�., , �, ,�� TYP RIDGE DETAIL @REVISED ROOF ASSEMBLY RETAINING WALL PER STI (E) &PROPOSED FINISH GRADE SEE FLOOR PLAN FOR FLOOR DRAIN LOCATION (N) CONCRETE SLAB PER � � nvv � vn„�, SLOPE TO DRAIN (E) TPO ROOFING (E) INSULATION BOA (E) ROOF MEMBRAN (E) ROOF SHEATHIN (E) ROOF FRAMING (N) R-38 INSULATIOf� OVER TOP PLATE (E) FLASHING (E) FASCIA BOARD - (E) VENT BLOCKS T( (N) GYPBOARD PER @ AREAS OF WORK INSULATED HEADEF WHERE OCCURS (N) SHEATHING PER @ AREAS OF WORK (N) SIDING PER SPEi @ AREAS OF WORK SUNKEN BASEMENT ENTRY DETAIL TYP EAVE DETAIL @REVISED ROOF ASSEMBLY (E) ROOF ASSEMBLY : NO WORK PROVIDE CAP FLASHING — — — @ EXPOSED TOP OF BEAM (E) RAFTER (E) BEAM (N) CONNECTOR PER STRUCTURAL (N) POST PER STRUCTURAL 4 BEAM AT ENTRY DETAIL 11/2 =1-0 OPP & SIM i BASEMENT CONCRETE SLAB ON GRADE i FOOTING ;., SIZE AS EPTH FOR 0 U �� T •� N � � Z Q cfl � C � � � � � cn o�� = w rn � c z_ � � � L~f) J � O � v � (O � O c�i � � r° cn o 3 ° INTAKE 08.27.21 12527 REGISTERED ARCHITECT VIRGINIA FRA Y STATE OF WAS GTON (n �_ J J m W Q 0 O� �z J W aZS � � z mO Q� ZJ =(/) W � � � � � �� 00 T J � � � W = T 0 cn U cal w PERMIT BUILDING SECTIONS ECEIVE Aug 30 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A3.1 A B C D � 11 A3 9 / I �------------J A3.3 � _� A3.3 n� SECTION D V J SCALE: 4" = 1'-0" 0 T C� SECTION E �� SCALE: 4" = 1'-0" O (E) T.O.P. � (E) UPPER FLOOR b TOP OF SUBFLOOR � (E) T.O.P. � �T� (E) BASEMENT � TOP OF SLAB REVISED ROOF AS`'r"""' " SEE 2/A3.1 FOR NO (E) SKYLIGHT TO REMAIN (N) RIDGE BEAM PER STRUTURAL HEAD OFF (E) CEIL PER STRUCTURAL (E) INSULATION TO (N) POST PER STRI (IN WALL BEYOND) UPPER HALL CEILING DETAIL 0 � 'E r` � T � N a1 N Z Q � � c � � � � � LLI � � co = Z_ � �_ � J � � � � � N 3 u � O � }' c�i �m=� °J � r U) O � � ■ INTAKE 08.27.21 12527 REGISTERED ARCHITECT 1 VIRGINIA FRA Y STATE OF WAS GTON G7 G7 J J m W Q 0 Oz J W °tS � �Z m O Q OW �o H � rn Z O J � W 2 r � (n U N w PERMIT BUILDING SECTIONS ECEIVE Aug 30 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A3.2 REVISED ROOF ASSEMBLY @UPPER HALL, REFER TO 2/A3.1 FOR NOTES IN COMMON (N) FULL HEIGHT SCREEN BEYOND, 4" MAX. SPACING (E) FLOOR JOIST (N) RAILING BEYOND (N) STAIR BEYOND 3A A3,3 (E) CONCRETE SLAB ON GRADE I I L----------� WALL SECTION AT STAIR r- I I I I I 4 I A3.3 I I I I I I I I L------- TYP EXTERIOR WALL SECTION i I J BASEMENT/UPPER FLOORS (N) FINISH VAPOR BA (E) SLAB 0 3B UPPER STAIR DETAIL 4 BASEMENT WALL DETAIL 11/2 =1-0 ASSEMBLY: 2" X 2" FLAT BAR FRAME (HANDRAIL fER = 5") W/2" ROD INFILL /FINISHED 1X PFJ STRINGER AT INSIDE >"P EA SIDE), MITER WITH iX PFJ TOP CAP iX PFJ TOP CAP TO FLOOR FAILING FRAME TO FACE OF CURB (N) FULL HEIGHT SLAT SCREEN BEYOND, 4" MAX. SPACING RAILING ASSEMBLY: 2" X 2" FLAT BAR OUTSIDE FRAME (HANDRAIL PERIMETER = 5") W/2" ROD INFILL @ 36" HIGH (N) CONTINUOUS SQUARE NOSING TO MATCH FLOOR AT STAIR OPENING (E) SECOND FLOOR ASSEMBLY, CONFIRM CONTINUOUS HEADER AT STAIR OPENING (N) GYPBOARD PER SPECIFICATIONS (N) iX (4" NET) TRIM, CONTINUOUS ACROSS FACE (N) STAIR STRINGER (N) TREAD PER SPECIFICATIONS, TYP. & SHEATHING OVER 1DS w/ (E) INSULATION 1D WALL w/ ITT INSULATION )ARD TO MATCH (E) INT )ARD TO MATCH EXISTING, i-15 MIN RIGID INSULATION, CONTINUO IF CONCRETE ETE STEM WALL SLAB AT SIM STRUCTURAL r� E 0 U � '� � � r � � � N a1 N Z Q � � c � � � � � ui � v � =z� �_ Ln J � � O � � N 3 � c� �O }' c�i� �m = '� v o r � O � U INTAKE 08.27.21 12527 REGISTERED ARCHITECT VIRGINIA FRA Y STATE OF WAS GTON �_ J J m W Q 0 Oz J W off � W �Z J � W Q mJ Q� Z J L � W +� � � rn Z O J � W 2 r � (n U N w PERMIT WALL SECTIONS & STAIR DETAILS ECEIVE Aug 30 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A3.3 �� T T LP (E) T.O. UPPER RIDGE � EL: 3: EL: 3 A LP 6 5 4 3 2 1 R i i i i i i �� EAST ELEVATION SCALE: 4" = 1'-0" I I I NORTH ELEVATION SCALE: 4" = 1'-0" C T.O. UPPER RIDGE L- i E 0 U � � � � T •� Z Q N � � c9 � C � � � � � LLI � � r� = Z_ � �_ L~C) J � � � � � N 3 u � O � +' c�i � _ :� v � °r° cn o 3 ° INTAKE 08.27.21 12527 REGISTERED ARCHITECT 1 VIRGINIA FRA Y STATE OF WAS GTON �_ J J m wQ Op Oz J W °2S � � Z °°� Q� z J = Cn W � �� rnZ �� OO T J � � � W2 Tp Cn U cv W PERMIT EXTERIOR ELEVATIONS ECEIVE Aug 30 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A4.1 EXTERIOR DOOR &HARDWARE WORKSHEET A FRONT DOOR INT SWING W/ SIDELIGHT 4'2" 6'10" N/A 0.3 TBD FLUSH PANEL DOOR W/ TEMPERED SIDELIGHT B GARAGE INT SWING 3'2" 6'10" N/A 0.3 TBD FLUSH PANEL DOOR C BACK PORCH 2-PANEL SLIDER 7'10" 6'10" 24.14 0.3 TBD TEMPERED D BASEMENT OPEN PROG. EXTERIOR SWING 6'2" 6'10" 23.55 0.3 TBD TEMPERED INTERIOR DOOR &HARDWARE WORKSHEET E ENTRY CLOSET 2-PANEL SLIDER 5'-2' 6'10" N/A N/A TBD F BASEMENT LAUNDRY POCKET 2'6" 6'10" N/A N/A TBD G BASEMENT LAUNDRY BIFOLD 5'-2" 6'10" N/A N/A TBD H BASEMENT BATH POCKET 2'6" 6'10" N/A N/A TBD I MULTIPURPOSE/GUEST 4-PANEL POCKET 1 1'6-7/8" 7'10" (VERIFY CEILING) N/A N/A TBD HARDWARE TO BE DETERMINED DOOR SCHEDULE NOTES: 1. ROUGH OPENINGS: REFERENCE EXISTING CONDITIONS AND MANUFACTURER'S REQUIREMENTS UNLESS NOTED OTHERWISE 2. ALL U-FACTORS ARE NFRC CERTIFIED 3. EXT =EXTERIOR, INT =INTERIOR 4. LH =LEFT HAND, RH =RIGHT HAND 5.PR=PAIR 6. EXS =EXISTING WINDOW WORKSHEET VERTICAL GLAZING � � 1 43 3'-7" 82 6'-10" 24.49 6'-10" tbd 0.28 TEMPERED AT <18" FROM FINISHED FLOOR 2 43 3'-7" 82 6'-10" 24.49 6'-10" tbd 0.28 TEMPERED AT <18" FROM FINISHED FLOOR 3 43 3'-7" 82 6'-10" 24.49 6'-10" tbd 0.28 TEMPERED AT <18" FROM FINISHED FLOOR 4 43 3'-7" 82 6'-10" 24.49 6'-10" tbd 0.28 TEMPERED AT <18" FROM FINISHED FLOOR 5 43 3'-7" 82 6'-10" 24.49 6'-10" tbd 0.28 TEMPERED AT <18" FROM FINISHED FLOOR 6 43 3'-7" 82 6'-10" 24.49 6'-10" tbd 0.28 TEMPERED AT <18" FROM FINISHED FLOOR 7 73 6'-1 " 46 3'-10" 23.32 6'-10" t b d 0.28 TOTAL NEW GLAZING AREA 170.24 WINDOW SCHEDULE NOTES: 1. ALL U FACTORS ARE NFRC CERTIFIED 2. CONTRACTOR TO VERIFY ALL OPENINGS NOTED AS EXISTING PRIOR TO ORDERING WINDOWS AND DOORS 3. EMERGENCY EGRESS WINDOWS SHALL MEET THE FOLLOWING OPENING REQUIREMENTS: A. NET CLEAR OPENING AREA OF 5.7 SF. B. NET CLEAR OPENING HEIGHT OF 24" C. NET CLEAR OPENING WIDTH OF 20" D. MAXIMUM SILL HEIGHT OF 44" FROM FINISHED FLOOR 1 2 3 4 5 6 I i i i i i i _ I I I CVICTIAI!] D(1rlC Trl DC�AAI�I TVD t�� �35 EXTENT OF NEW SIDING ' ALL OTHER EXISTING SIDING ' TO REMAIN SOUTH ELEVATION SCALE: 4" = 1'-0" D C B A R i i I ,I � (E) T.O. UPPER RIDGE 2 WEST ELEVATION SCALE: 4" = 1'-0" � (E) T.O. LOWER RIDGE AVG. GRADE EL: 335 E 0 U _� � '� r\ � T � N N v zQ�� � � � � � = z rn a c Ln J � � � � � N � � c� � O c�i � � _ � v °r° c� 0 3 ■ M INTAKE 08.27.21 12527 REGISTERED ARCHITECT VIRGINIA FRA Y STATE OF WAS GTON �_ J J m W Q O� J W otS � W �Z ?� J � W Q J Q W Z J � Cn �- �W � � Z �� 00 T J � � � W 2 r � (n U N W PERMIT EXTERIOR ELEVATIONS ECEIVE Aug 30 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A4.2 CRITERIA 1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE 2018 INTERNATIONAL BUILDING CODE. 2. DESIGN LOAD CRITERIA ROOF LIVE LOAD 20 PSF FLOOR LIVE LOAD (RESIDENTIAL) 40 PSF SNOW Pf=25 PSF EARTHQUAKE ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE LATERAL SYSTEM: LIGHT FRAMED SHEAR WALLS SITE CRITERIA SITE CLASS=D, Ss=1.283, Sds=1.026, S1=0.451, SD1=0.556, Cs=0.158 SDC D, 1e=1.0, R=6.5 SEE PLANS FOR ADDITIONAL LOADING CRITERIA 3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 4. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. 5. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES, REQUIRED TO PERFORM THE CONTRACTORS WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND/OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND/OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES TO THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. 7. 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. 8. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. QUALITY ASSURANCE 1. SPECIAL INSPECTION SHALL BE PROVIDED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND SECTIONS 110 AND 1704 OF THE INTERNATIONAL BUILDING CODE BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE ARCHITECT, AND RETAINED BY THE BUILDING OWNER. THE ARCHITECT, STRUCTURAL ENGINEER, AND BUILDING DEPARTMENT SHALL BE FURNISHED WITH COPIES OF ALL INSPECTION AND TEST RESULTS. SPECIAL INSPECTION IS REQUIRED OF THE FOLLOWING TYPES OF CONSTRUCTION: EXPANSION BOLTS AND THREADED EXPANSION INSERTS PER MANUFACTURER EPDXY GROUTED INSTALLATIONS PER MANUFACTURER GEOTECHNICAL 1. FOUNDATION NOTES: ALLOWABLE SOIL PRESSURE AND LATERAL EARTH PRESSURE ARE ASSUMED AND THEREFORE MUST BE VERIFIED BY A QUALIFIED SOILS ENGINEER OR APPROVED BY THE BUILDING OFFICIAL. IF SOILS ARE FOUND TO BE OTHER THAN ASSUMED, NOTIFY THE STRUCTURAL ENGINEER FOR POSSIBLE FOUNDATION REDESIGN. FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH AT LEAST 18" BELOW ADJACENT FINISHED GRADE. UNLESS OTHERWISE NOTED, FOOTINGS SHALL BE CENTERED BELOW COLUMNS OR WALLS ABOVE. BACKFILL BEHIND ALL RETAINING WALLS WITH FREE DRAINING, GRANULAR FILL AND PROVIDE FOR SUBSURFACE DRAINAGE. ALLOWABLE SOIL PRESSURE 2000 PSF LATERAL EARTH PRESSURE (RESTRAINED/UNRESTRAINED) 55 PCF/35 PCF COEFICIENT OF FRICTION (FACTOR OF SAFETY OF 1.5 INCLUDED) 0.3 RENOVATION 1. DEMOLITION: CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING ANY DEMOLITION. SHORING SHALL BE INSTALLED TO SUPPORT EXISTING CONSTRUCTION AS REQUIRED AND IN A MANNER SUITABLE TO THE WORK SEQUENCES. DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING STRUCTURE. LIMIT CONSTRUCTION LOADING (INCLUDING DEMOLITION DEBRIS) ON EXISTING FLOOR SYSTEMS TO 40 PSF. 2. EXISTING REINFORCING SHALL BE SAVED WHERE AND AS NOTED ON THE PLANS. SAW CUTTING, IF AND WHERE USED, SHALL NOT CUT EXISTING REINFORCING THAT IS TO BE SAVED. A. ALL NEW OPENINGS THROUGH EXISTING WALLS, SLABS AND BEAMS SHALL BE ACCOMPLISHED BY SAW CUTTING WHEREVER POSSIBLE. B. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND LOCATION OF MEMBERS PRIOR TO CUTTING ANY OPENINGS. C. SMALL ROUND OPENINGS SHALL BE ACCOMPLISHED BY CORE DRILLING, IF POSSIBLE. D. WHERE NEW REINFORCING TERMINATES AT EXISTING CONCRETE, DOWELS EPDXY GROUTED INTO EXISTING CONCRETE SHALL BE PROVIDED TO MATCH HORIZONTAL REINFORCING, UNLESS OTHERWISE NOTED ON PLANS. 3. CONTRACTOR SHALL CHECK FOR DRYROT AT ALL AREAS OF NEW WORK. ALL ROT SHALL BE REMOVED AND DAMAGED MEMBERS SHALL BE REPLACED OR REPAIRED AS DIRECTED BY THE STRUCTURAL ENGINEER OR ARCHITECT. GENERAL STRUCTURAL NOTES THE FOLLOWING APPLY UNLESS NOTED OTHERWISE ON THE DRAWINGS CONCRETE 1. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH IBC SECTION 1905, 1906 AND ACI 301, INCLUDING TESTING PROCEDURES. CONCRETE SHALL ATTAIN A 28-DAY STRENGTH OF f'c=3,000 PSI AND MIX SHALL CONTAIN NOT LESS THAN 5-1/2 SACKS OF CEMENT PER CUBIC YARD AND SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF 5" OR LESS. (STRUCTURAL DESIGN OF FOUNDATION IS BASED ON f'c=2,500 PSI, PER IBC 1705.3.2.3, SPECIAL INSPECTION IS NOT REQUIRED.) 2. THE MINIMUM AMOUNTS OF CEMENT MAY BE CHANGED IF A CONCRETE PERFORMANCE MIX IS SUBMITTED TO THE STRUCTURAL 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 IBC 1903.1. THE USE OF A PERFORMANCE MIX REQUIRES BATCH PLANT INSPECTION, THE COST OF WHICH SHALL BE PAID BY THE GENERAL CONTRACTOR. REVIEW OF MIX SUBMITTALS BY THE ENGINEER OF RECORD INDICATES ONLY THAT INFORMATION PRESENTED CONFORMS GENERALLY TO THE CONTRACT DOCUMENTS. CONTRACTOR OR SUPPLIER MAINTAINS FULL RESPONSIBILITY FOR SPECIFIED PERFORMANCE. 3. ALL CONCRETE WITH SURFACES EXPOSED TO WEATHER OR STANDING WATER SHALL BEAIR-ENTRAINED WITH AN AIR -ENTRAINING AGENT CONFORMING TO ASTM C260, C494, AND C618. TOTAL AIR CONTENT FOR FROST -RESISTANT CONCRETE SHALL BE IN ACCORDANCE WITH ACI 318 TABLE 4.2.1 MODERATE EXPOSURE. 4. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT S1), GRADE 60, fy=60,000 PSI. EXCEPTIONS: ANY BARS SPECIFICALLY SO NOTED ON THE DRAWINGS SHALL BE GRADE 40, fy=40,000 PSI. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. SPIRAL REINFORCEMENT SHALL BE PLAIN WIRE CONFORMING TO ASTM A615, GRADE 60, fy=60,000 PSI. 5. DETAILING OF REINFORCING STEEL (INCLUDING HOOKS AND BENDS) SHALL BE IN ACCORDANCE WITH ACI 315-99 AND 318-14. LAP ALL CONTINUOUS REINFORCEMENT #5 AND SMALLER 40 BAR DIAMETERS OR 2'-0" MINIMUM. PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS. LAP CORNER BARS #5 AND SMALLER 40 BAR DIAMETERS OR 2'-0" MINIMUM. LAPS OF LARGER BARS SHALL BE MADE IN ACCORDANCE WITH ACI 318-05, CLASS B. LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8" AT SIDES AND ENDS. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. 6. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: FOOTINGS AND OTHER UNFORMED SURFACES CAST AGAINST AND PERMANENTLY EXPOSEDTO EARTH 3" FORMED SURFACES EXPOSED TO EARTH OR WEATHER (#5 BARS OR SMALLER) 1-1/2" SLABS AND WALLS (INT. FACE) GREATER OF BAR DIAMETER PLUS 1/8" OR 3/4" 7. CONCRETE WALL REINFORCING -PROVIDE THE FOLLOWING UNLESS DETAILED OTHERWISE: 6" WALLS #4 @ 16 HORIZ. #4 @ 18 VERTICAL 1 CURTAIN 8" WALLS #4 @ 12 HORIZ. #4 @ 18 VERTICAL 1 CURTAIN 8. CAST -IN -PLACE CONCRETE: SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND DIMENSIONS OF DOOR AND WINDOW OPENINGS IN ALL CONCRETE WALLS. SEE MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF MISCELLANEOUS MECHANICAL OPENINGS THROUGH CONCRETE WALLS. SEE ARCHITECTURAL DRAWINGS FOR ALL GROOVES, NOTCHES, CHAMFERS, FEATURE STRIPS, COLOR, TEXTURE, AND OTHER FINISH DETAILS AT ALL EXPOSED CONCRETE SURFACES, BOTH CAST -IN -PLACE AND PRECAST 9. NON -SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. GROUT STRENGTH SHALL BE AT LEAST EQUAL TO THE MATERIAL ON WHICH IT IS PLACED (3000 PSI MINIMUM). ANCHORAGE 1. EXPANSION ANCHORS SHALL CONFORM TO ONE OF THE FOLLOWING: A. EXPANSION BOLTS INTO CONCRETE AND CONCRETE MASONRY UNITS SHALL BE "KWIK BOLT TZ2" AS MANUFACTURED BY THE HILTI CORP., INSTALLED IN STRICT ACCORDANCE WITH ICC-ES REPORT N0. ESR-4266 FOR CONCRETE OR ESR-4561 FOR MASONRY, INCLUDING MINIMUM EMBEDMENT REQUIREMENTS. BOLTS INTO CONCRETE MASONRY OR BRICK MASONRY UNITS SHALL BE INTO FULLY GROUTED CELLS. SUBSTITUTES PROPOSED BY CONTRACTOR SHALL BE SUBMITTED FOR REVIEW WITH ICC REPORTS INDICATING EQUIVALENT OR GREATER LOAD CAPACITIES. SPECIAL INSPECTION IS REQUIRED FOR ALL EXPANSION BOLT INSTALLATION. B. EXPANSION BOLTS INTO CONCRETE AND CONCRETE MASONRY UNITS SHALL BE STRONG -BOLT 2 ANCHORS AS MANUFACTURED BY THE SIMPSON STRONG TIE COMPANY AND INSTALLED IN STRICT CONFORMANCE TO ICC-ES REPORT NUMBER ESR-3037, INCLUDING MINIMUM EMBEDMENT REQUIREMENTS. BOLTS INTO CONCRETE MASONRY OR BRICK MASONRY UNITS SHALL BE INTO FULLY GROUTED CELLS. SPECIAL INSPECTION IS REQUIRED FOR ALL EXPANSION BOLT INSTALLATION. 2. EPDXY ANCHORS SHALL CONFORM TO ONE OF THE FOLLOWING: A. EPDXY -GROUTED ITEMS (THREADED RODS OR REINFORCING BAR) SPECIFIED ON THE DRAWINGS SHALL BE INSTALLED USING "HIT RE 500 V3" AS MANUFACTURED BY HILTI CORP. INSTALL IN STRICT ACCORDANCE WITH ICC-ES REPORT N0. ESR-3814. SPECIAL INSPECTION OF INSTALLATION IS REQUIRED. RODS SHALL BE ASTM A-36 UNLESS OTHERWISE NOTED. B. EPDXY -GROUTED ITEMS (THREADED RODS OR REINFORCING BAR) SPECIFIED ON THE DRAWINGS SHALL BE INSTALLED USING "SET-XP"HIGH STRENGTH EPDXY AS MANUFACTURED BY THE SIMPSON STRONG TIE COMPANY. INSTALL IN STRICT ACCORDANCE WITH ICC-ES REPORT N0. ESR-2508. SPECIAL INSPECTION OF INSTALLATION IS REQUIRED. RODS SHALL BE ASTM A-36 UNLESS OTHERWISE NOTED. �n�nnn 1. FRAMING LUMBER SHALL BE KILN DRIED OR MC-19, AND GRADED AND MARKED IN CONFORMANCE WITH W.C.L.B. STANDARD GRADING RULES FOR WEST COAST LUMBER N0.17. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: JOISTS (2X & 3X MEMBERS) HEM -FIR N0. 2 AND BEAMS: MINIMUM BASE VALUE, Fb=850 PSI (4X MEMBERS) DOUGLAS FIR -LARCH N0. 2 MINIMUM BASE VALUE, Fb=900 PSI BEAMS: (INCL. 6X AND LARGER) DOUGLAS FIR -LARCH N0. 1 MINIMUM BASE VALUE, Fb=1350 PSI POSTS: (4X MEMBERS) DOUGLAS FIR -LARCH N0. 2 MINIMUM BASE VALUE, Fc=1350 PSI (6X AND LARGER) DOUGLAS FIR -LARCH N0. 1 MINIMUM BASE VALUE, Fc=1000 PSI STUDS, PLATES & MISC. FRAMING: DOUGLAS-FIR-LARCH OR HEM -FIR N0. 2 2. GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH ASTM AND AITC STANDARDS. EACH MEMBER SHALL BEAR AN A.I.T.C. IDENTIFICATION MARK AND SHALL BE ACCOMPANIED BY AN A.I.T.C. CERTIFICATE OF CONFORMANCE. ALL SIMPLE SPAN BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F-V4, Fb=2,400 PSI, Fv=265 PSI. ALL CANTILEVERED BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F-V8, Fb=2400 PSI, Fv=265 PSI. CAMBER ALL SIMPLE SPAN GLULAM BEAMS TO 3,000' RADIUS, UNLESS SHOWN OTHERWISE ON THE PLANS. 3. MANUFACTURED LUMBER, PSL, LVL, AND LSL, SHALL BE MANUFACTURED UNDER A PROCESS APPROVED BY THE NATIONAL RESEARCH BOARD. EACH PIECE SHALL BEAR A STAMP OR STAMPS NOTING THE NAME AND PLANT NUMBER OF THE MANUFACTURER, THE GRADE, THE NATIONAL RESEARCH BOARD NUMBER, AND THE QUALITY CONTROL AGENCY. ALL PSL, LVL, AND LSL LUMBER SHALL BE MANUFACTURED IN ACCORDANCE WITH ICC-ES REPORT ESR-1387 USING DOUGLAS FIR VENEER GLUED WITH A WATERPROOF ADHESIVE MEETING THE REQUIREMENTS OF ASTM D2559 WITH ALL GRAIN PARALLEL WITH THE LENGTH OF THE MEMBER. THE MEMBERS SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: PSL (2.OE) Fb=2900 PSI, E=2000 KSI, Fv=290 PSI LVL (2.OE) Fb=2600 PSI ,E=1900 KSI, Fv=285 PSI LSL (1.55E) Fb=2325 PSI ,E=1550 KSI, Fv=310 PSI DESIGN SHOWN ON PLANS IS BASED ON LUMBER MANUFACTURED BY THE WEYERHAEUSER CORPORATION. ALTERNATE MANUFACTURERS MAY BE USED. SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER, ALTERNATE JOIST HANGERS AND OTHER HARDWARE MAY BE SUBSTITUTED FOR ITEMS SHOWN PROVIDED THEY HAVE ICC APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. ALL JOIST HANGERS AND OTHER HARDWARE SHALL BE COMPATIBLE IN SIZE WITH MEMBERS PROVIDED. MANUFACTURED LUMBER PRODUCTS SHALL BE INSTALLED WITH A MOISTURE CONTENT OF 12% OR LESS. THE CONTRACTOR SHALL MAKE PROVISIONS DURING CONSTRUCTION TO PREVENT THE MOISTURE CONTENT OF INSTALLED BEAMS FROM EXCEEDING 12%. EXCESSIVE DEFLECTIONS MAY OCCUR IF MOISTURE CONTENT EXCEEDS THIS VALUE. WOOD (CONT'D) 4. PLYWOOD SHEATHING SHALL BE GRADE C-D, EXTERIOR GLUE OR STRUCTURAL II, EXTERIOR GLUE IN CONFORMANCE WITH DOC PS 1. ORIENTED STRAND BOARD OF EQUIVALENT THICKNESS, EXPOSURE RATING AND PANEL INDEX MAY BE USED IN LIEU OF PLYWOOD. A. ROOF SHEATHING SHALL BE 1/2" (NOMINAL) WITH SPAN RATING 32/16. B. FLOOR SHEATHING SHALL BE 3/4" (NOMINAL) WITH SPAN RATING 48/24. C. WALL SHEATHING SHALL BE 1/2" (NOMINAL) WITH SPAN RATING 24/0. D. REFER TO WOOD FRAMING NOTES BELOW FOR TYPICAL NAILING REQUIREMENTS. 5. ALL WOOD IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE -TREATED WITH AN APPROVED PRESERVATIVE OR (2) LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER SHALL BE PROVIDED BETWEEN UNTREATED WOOD AND CONCRETE OR MASONRY. 6. PRESSURE TREATED WOOD SHALL BE TREATED PER AWPA STANDARD. PRESSURE TREATED WOOD FOR ABOVE GROUND USE SHALL BE TREATED TO A RETENTION OF 0.25 PCF. WOOD IN CONTINUOUS CONTACT WITH FRESH WATER OR SOIL SHALL BE TREATED TO A RETENTION OF 0.40 PCF. WOOD FOR USE IN PERMANENT FOUNDATIONS SHALL BE TREATED TO A RETENTION OF 0.60 PCF. SODIUM BORATE (SBX) TREATED WOOD SHALL NOT BE USED WHERE EXPOSED TO WEATHER. FASTENERS AND TIMBER CONNECTORS IN DIRECT CONTACT WITH ACQ-A, CBA-A, CA-B, OR SBX TREATED WOOD SHALL BE G185 OR A185 HOT DIPPED OR CONTINUOUS HOT -GALVANIZED PER ASTM A653. FASTENERS AND TIMBER CONNECTORS IN DIRECT CONTACT WITH ACZA TREATED WOOD SHALL BE TYPE 304 OR 316 STAINLESS STEEL. 7. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG NUMBER C-C-2021. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICC-ES APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. ALL 2X JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "LUS" SERIES JOIST HANGERS. ALL TJI JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "ITS" SERIES JOIST HANGERS. ALL DOUBLE -JOIST BEAMS SHALL BE CONNECTED TO FLUSH BEAMS WITH "MIT" SERIES JOIST HANGERS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE NAILS OR BOLTS IN EACH MEMBER. ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. 8. WOOD FASTENERS A. NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS: SIZE LENGTH DIAMETER 8d 2-1/2" 0.131" 10d 3" 0.148" 16d BOX 3-1 /2" 0.135" IF CONTRACTOR PROPOSES THE USE OF ALTERNATE NAILS, THEY SHALL SUBMIT NAIL SPECIFICATIONS TO THE STRUCTURAL ENGINEER (PRIOR TO CONSTRUCTION) FOR REVIEW AND APPROVAL. NAILS -PLYWOOD (APA RATED SHEATHING) FASTENERS TO FRAMING SHALL BE DRIVEN FLUSH TO FACE OF SHEATHING WITH NO COUNTERSINKING PERMITTED. B. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG BOLTS BEARING ON WOOD. INSTALLATION OF LAG BOLTS SHALL CONFORM TO THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (2018 EDITION) WITH A LEAD BORE HOLE OF 60 TO 70 PERCENT OF THE SHANK DIAMETER. LEAD HOLES ARE NOT REQUIRED FOR 3/8" AND SMALLER LAG SCREWS. 9. WOOD FRAMING NOTES --THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS: A. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE INTERNATIONAL BUILDING CODE. MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO TABLE 2304.10.1. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL DRAWINGS. B. WALL FRAMING: REFER TO ARCHITECTURAL DRAWINGS FOR THE SIZE OF ALL WALLS. ALL STUDS SHALL BE SPACED AT 16" O.C. UNO. TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS, AND AT BEAM OR HEADER BEARING LOCATIONS. TWO 2x8 HEADERS SHALL BE PROVIDED OVER ALL OPENINGS NOT OTHERWISE NOTED. SOLID BLOCKING FOR WOOD COLUMNS SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW. PROVIDE CONTINUOUS SOLID BLOCKING ATMID-HEIGHT OF ALL STUD WALLS OVER 10'-0" IN HEIGHT. ALL WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. END NAIL TOP PLATE TO EACH STUD WITH TWO 16d NAILS, AND TOENAIL OR END NAIL EACH STUD TO BOTTOM PLATE WITH TWO 16d NAILS. FACE NAIL DOUBLE TOP PLATE WITH 16d @ 12" O.C. AND LAP MINIMUM 4'-0" AT JOINTS AND PROVIDE EIGHT 16d NAILS @ 4" O.C. EACH SIDE JOINT. ALL STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD FRAMING BELOW WITH TWO ROWS OF 16d NAILS @ 12" ON -CENTER, OR ATTACHED TO CONCRETE BELOW WITH 5/8" DIAMETER ANCHOR BOLTS @ 4'-0" ON -CENTER EMBEDDED 7" MINIMUM, UNLESS INDICATED OTHERWISE. INDIVIDUAL MEMBERS OF BUILT-UP POSTS SHALL BE NAILED TO EACH OTHER WITH TWO ROWS OF 16d @12" ON -CENTER. UNLESS OTHERWISE NOTED, GYPSUM WALLBOARD SHALL BE FASTENED TO THE INTERIOR SURFACE OF ALL STUDS AND PLATES WITH N0. 6 X 1-1/4" TYPE S OR W SCREWS @ 8" ON -CENTER. UNLESS INDICATED OTHERWISE, 1/2" (NOMINAL) APA RATED SHEATHING (SPAN RATING 24/0) SHALL BE NAILED TO ALL EXTERIOR SURFACES WITH 8d NAILS @ 6" ON -CENTER AT PANEL EDGES AND TOP AND BOTTOM PLATES (BLOCK UN -SUPPORTED EDGES) AND TO ALL INTERMEDIATE STUDS AND BLOCKING WITH 8d NAILS @ 12" ON -CENTER ALLOW 1/8" SPACING AT ALL PANEL EDGES AND PANEL ENDS. C. FLOOR AND ROOF FRAMING: PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE JOIST LENGTH AND AROUND ALL OPENINGS IN FLOORS OR ROOFS UNLESS OTHERWISE NOTED. PROVIDE SOLID BLOCKING AT ALL BEARING POINTS. TOENAIL JOISTS TO SUPPORTS WITH TWO 16d NAILS. ATTACH TIMBER JOISTS TO FLUSH HEADERS OR BEAMS WITH SIMPSON METAL JOIST HANGERS IN ACCORDANCE WITH NOTES ABOVE. NAIL ALL MULTI -JOIST BEAMS TOGETHER WITH TWO ROWS 16d @ 12" ON -CENTER. UNLESS OTHERWISE NOTED ON THE PLANS, PLYWOOD ROOF AND FLOOR SHEATHING SHALL BE LAID UP WITH GRAIN PERPENDICULAR TO SUPPORTS AND NAILED AT 6" ON -CENTER WITH 8d NAILS TO FRAMED PANEL EDGES, STRUTS AND OVER STUD WALLS AS SHOWN ON PLANS AND @ 12" ON -CENTER TO INTERMEDIATE SUPPORTS. PROVIDE APPROVED PLYWOOD EDGE CLIPS CENTERED BETWEEN JOISTS/TRUSSES AT UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES SHALL HAVE APPROVED T&G JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING. ALLOW 1/8" SPACING AT ALL PANEL EDGES AND ENDS OF FLOOR AND ROOF SHEATHING. TOENAIL BLOCKING TO SUPPORTS WITH 16d @ 12" ON -CENTER UNLESS OTHERWISE NOTED. ,A �� 44090 ��{ 4. 'Poi, Dk n L E0 ��ry �SSIONAL ENS, 0 U � '� r` � r an ���'� � N 41 � Z Q � � c � � � � � = ui � v � Z_ � �_ l~() J � � � � � O � J c� ��.� v o r � O � U ■ INTAKE 08.27.21 12527 REGISTERED ARCHITECT VIRGINIA FRA Y STATE OF WAS GTON �_ J J m wQ Op Oz J W oZS � � Z °°� Q� z J = (n W � � � rn Z �� 00 T � � J � W2 r0 Cn U cv W PERMIT STRUCTURAL NOTES ECEIVE Aug 30 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT S1.1 ��� r r� FOUNDATION AND FIRST FLOOR FRAMING SCALE: 4" = 1'-0" 18" X 18" X 12" DEEP FTG W/ (2) #4 EA. WAY i (N) (2) 2 x 8 HEADER -------------190�I1LEF�1300E2BOYE_______________-� � � i � � (N) 3 2 X 9 2 LSL (N) (2) 2 x 8 HEADER � I I o' I I w — �(E) 2X10 JOISTS � = @ 16" O.C., TYP I �� I I N -- -- I � I � � � � I z i � (E) SKYLIGHTS TO I REMAIN (TYP) i i I I I I � � � � I � HUC HANGE _UPPER ROOF ABOVE i i i i i i i i � �_ �O � � (N)4x4f � w/ ECCQ I 1 (N) 4 x 4 POST � (N) 3 2T 9 2' LSL I I N � w/ ECCQ CAP � I � I `"' i wi I � _ 1 (N) DROPPED 5 2" X 19 2" GLB (EXPOSED) _ � � � — — t — — --� HU HANGER �i _ _ _ � (E) 2X6 RAFTERS 11/S 1 -- Q � (N) 4 x 6 POST — — — — — — — — — — I FURR W/ 2X FOR � i w/ ECCQ CAP INSULATION__ w i I I i I LSL �, I 3 1" x 9 1" LSL r 2 2 �(� I (N) 4 x 4 POST � -- w/ ECCQ CAP (N) 4 x 4 POST � HUC HANGER w/ ECCQ CAP I I I—�--- - I � (E) HEADER (N) (2) 2 x 8 HEADER I i - I I I �- -� I I �, I I I I i � i � � � � � - � -� - - it (E) BEAM i (E) BEAM �i it (N) 3" STD. PIPE COLUMN '� W/ POST w/ CCOQ CAP � � 2a LOWER ROOF AND SECOND FLOOR FRAMING SCALE: 4" = 1'-0" r� — _ (N) 3 2 � 1�� PSL � HEIGHT ER � '� PLUMBII a � i i i i i - - - - - - � - - - � I i i i i i i I J 4 x 4 POST / ECCQ CAP LEGEND O (E) JOIST OR BEAM SPAN DIRECTION (N) JOIST OR BEAM SPAN DIRECTION STRUCTURAL WOOD WALL OR POST BELOW THIS LEVEL HUC OR HU HANGER (E) ROOFLINE PLAN NOTES UPPER ROOF PLAN NOTES 1. REFER TO GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS (S1.1) 2. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS UNLESS SPECIFICALLY NOTED ON STRUCTURAL PLANS. 3. ALL HEADERS AT ROOF NOT NOTED OTHERWISE ON PLAN SHALL BE (2) 2x8. (REFER TO DETAIL 7/S3.1) 4. PROVIDE TOP PLATE SPLICES PER 3/S3.1 LOWER ROOF AND SECOND FLOOR PLAN NOTES 1. REFER TO GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS (S1.1) 2. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS UNLESS SPECIFICALLY NOTED ON STRUCTURAL PLANS. 3. PROVIDE TOP PLATE SPLICES PER 3/S3.1 4. ALL HEADERS AT ROOF NOT NOTED OTHERWISE ON PLAN SHALL BE (2) 2x8 (REFER TO 7/S3.1). 5. CONTRACTOR TO VERIFY THAT ALL POSTS HAVE CONTINUOUS BEARING THROUGH TO THE FOUNDATION. FOUNDATION PLAN NOTES 1. REFER TO GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS (S1.1). 2. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS UNLESS SPECIFICALLY NOTED ON STRUCTURAL PLANS. 3. ALL FOOTINGS SHALL BEAR ON FIRM, NATIVE SOIL. 4. PROVIDE DRAINAGE BEHIND ALL FOUNDATION WALLS. 5. CONTRACTOR TO VERIFY TOP OF FOOTING ELEVATION w/ARCHITECTURAL PLANS. 2b UPPER ROOF FRAMING SCALE: 4" = 1'-0" E 0 � 'E r` � r n� ���'� � N 41 � Z Q � � c � � � � � ui � v � =z� �_ � J � � � � � � 3 �O ��+' � _ � v � cn o 3 � INTAKE 08.27.21 12527 REGISTERED ARCHITECT VIRGINIA FRA Y STATE OF WAS GTON �_ J J m wQ 0 Oz J W � � Z °°� Q� z J = (n W I— � � rn Z �� 00 � � J � W2 r0 CnU cvw PERMIT FOUNDATION & FRAMING PLANS ECEIVE Aug 30 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT S2.1 SCALE: 3/4"=1'-0" /�� SCALE: 3/4"=1'-0" �rrn n� ECCOQ SERIES CAP RED TO FIT BEAM �6 �l PER PLAN — I $ I � --I--- BEAM PER PLAN SPLICE WHERE SHOWN ON PLAN CCO OR CCOQ SERIES CAP AS REQUIRED TO FIT BEAM CC/CCQ Series Connection at Steel Post 9 SCALE: 3/4"=1'-0" COLUMN PER PLAN 10" x 7" PLINTH R (4) #4 x L VERT. � @ 6" O.C. w/ (3) # TOP 5" OF PLINTF FOOTING SIZE & REINFORCING PEI w m J_ 0 Steel Column Footing 2 - � POST &FOOTING �T PER PLAN J SERIES POST BASE ins �r.� � n�� n r rTnr•r`rnrn BOTTOM CHORD SPLICE 6'-0" MIN. BETWEEN SPLICES SPLICE TO OCCUR AT � OF VERT. STUD TYP. Typical Top Plate Splice 3 SCALE: 3/4"=1'-0" SLAB ON GRADE A35 (at e OMIT @ I )TING SIZE AND VFORCING PER PLAN Post Footing at Existing Slab on Grade • 6 - Grr nD �rCQ SERIES CAP ZED TO FIT BEAM SPLICE WHERE SHOWN ON PLAN CC OR CCQ SERIES CAP AS REQUIRED TO FIT BEAM =R PLAN - CC/CCQ Series Connection at Post • 10 SCALE: 3/4"=1'-0" (6)16d TYP. STU Typical Framing at Opening 7 SCALE: 3/4"=1'-0" EXISTING ROC AND SHEATHI NEW BEAM PLn rLnly 16d @ 12"O.C. STAGGERED ELSEWHERE T"" DOUBLE TOP PLATE �M OR HEADER PLAN IERE OPENING IS LESS ....�N 6'-0" PROVIDE (1) BEARING STUD U.N.O. 8d @ 6" O.C. 16d @ 6" O.C. LTS20 STRAP, EACH SIDE OF GLB Connection at North End of GLB 11 SCALE: 3/4"=1'-0" 0 NEW FLUSH BEAM PER PLAN EXISTING FLOOR FRAMING AND SHEATHING PER PLAN PROVIDE LUS SERIES HANGERS AT EACH EXISTING FLOOR JOIST, EACH SIDE OF BEAM New Flush Beam at Existing Floor Framing 4 SCALE: 3/4"=1'-0" NEW BEAM PER PLAN EXISTING FLOOR FRAMING AND SHEATHING PER PLAN i LUS SERIES HANGER AT EACH EXISTING JOIST New Flush Beam at Existing Ceiling Joists SCALE: 3/4"=1'-0" PROVInG �„ Ri nrvinir_ BETWf New Ridge Beam at Existing Roof 12 SCALE: 3/4"=1'-0" • • (E) RAFTER FRAMING AND SHEATHING PER PLAN u -r ENGINEERING LLC 4303 Stone Way N Seattle, WA 98103 206.258.6333 a a w �. w ,� oT 44090 �ti} 4. `f'O,y, DR A L Eli ��'� �`SSIONAL E��� W O O � Q � Q . — � � � ^, W O � � � O CV � w �� ^— IW V / No. Date Issue 8/25/21 Permit Sheet Contents STRUCTURAL DETAILS Sheet No. RECEIVED Au 1 CI ED S DEVELOPM T SE ICES DEPA MENT a