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APPROVED BLD ENG PLN_RESUB 1-Architectural_Plan+4.19.2022GENERAL NOTES PROJECT INFORMATION HEIGHT CALCULATION ELEVATION A = +297.9' D = +305.1' C = +305.4' D = +303.1' AVERAGE GRADE = (A+B+C+D) / 4 = +302.9' ACTUAL HEIGHT = +316.6' MAXIMUM HEIGHT = +327.9' / 1 INSTALL LANDSCAPE STEPS, 7 3/4" / MAX RISER, 10" MiN TREAD TYP, 1/ \ \I \ IR � EERFY/LOCATiON W/ OWNER EX PAVED \ r -/ �N63o 'ao / I � REB D iLD \ 1 -- --- -� _\ � I W1-------- op / W N / o d5 34 441 \ I a of 87.2T 182Nb PIL SW L----- _ 26'-5 7/8" - ' EDMOND5, WA 98)626 00 CIDEX FRONT Y 1ZD EXiSTiNG S.T.RI Z5'-O" / / I - EX CARPORT EX WATER UPPLY 1`Q. FRONT Y TRY---- I yx� / I V C�, -EX-SA iTAR I / can i _ SEWS (VE iFY) / o o / / I EX DRIVEWAY 1 N U_ EX PLANTER �' � 'h�'i I i i w LU LL,_z±189-0747V----- ------�/ i 85.00 /- SS SS 2ND PL SW SS �S / DA M POINT / POF55 / MANHOLE COVER = +306.4' _ - - M:) M:) - - - -- - -M.) Mi) M:) SITE PLAN SCALE 1" = 20' F - I I I I I I I I I I I I I I I I I I I I I I I I I I H - - - - - - - - �L - - - - - - - - - - I MAIN FLOOR - AS BUILT SCALE:1/8" = 1'-0" \ \ I I I II I II I II I II I II I II I I II I II I II I II I II I b I L LL JJ N 2 THESE DRAWINGS ARE THE PROPERTY OF H2D, LLC. ANY REPRODUCTIONS MUST 5E AUTHORIZED 5Y THE ARCHITECT AND MUST BEAR THE NAME OF THE ARCHITECT. © COPYRIGHT 2022 DY H2D, LLC. THESE DRAWINGS ARE PROTECTED BY FEDERAL AND STATE COPYRIGHT LAWS. 1. CODES/REGULATIONS: -CONSTRUCTION TO CONFORM TO THE 2018 INTERNATIONAL RESIDENTIAL CODE (]PC), WASHiNGTON STATE LAWS AND REGULATIONS, CURRENT WASHiNGTON STATE RESIDENTIAL ENERGY CODE AND VARIOUS CODES IMPOSED DY LOCAL AUTHORITIES. -A SEPARATE PERMIT MAY DE REQUIRED FOR PLUMBING, ELECTRICAL, AND/OR MECHANICAL WORK AS APPLICABLE. -A COPY OF THE APPROVED PERMIT PLANS MUST DE ON THE JOB SiTE DURING CONSTRUCTION. 2. CONTRACTOR'S RESPONSIBILITY: -PRIOR TO CONSTRUCTION, THE CONTRACTOR 15 TO VERIFY ALL DIMENSIONS AND STRUCTURAL MEMBER SIZES. -DO NOT SCALE CONTRACT DOCUMENTS. -iF ANY DISCREPANCIES iN THE DRAWINGS OR FROM THE CODES ARE NOTED, ARCHITECT i5 TO DE NOTIFIED IMMEDIATELY. -ALL CHANGES MADE BY THE CONTRACTOR SHALL BE SUBMITTED iN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRiOR TO CONSTRUCTION. -THE ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF, AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS, SAFETY PRECAUTIONS, ACTS OR OMISSIONS OR PERFORMANCE OF THE CONTRACTOR. -CONTRACTOR SHALL BE RESPONSIBLE FOR THE PERFORMANCE AND WEATHERPROOFING OF THE ENTIRE BUILDING, iTS COMPONENT EQUIPMENT, AND PARTS. -ALL STRUCTURAL SYSTEMS SUCH AS WOOD TRUSSES WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE, AND ERECTION iN ACCORDANCE WiTH INSTRUCTIONS PREPARED DY THE SUPPLER. -ALL WORK MUST FOLLOW CURRENT RRP RULES AND REQUIREMENTS AS DEFINED BY THE EPA AND THE STATE OF WASHiNGTON. -ALL WASTE AND REFUSE CAUSED IN CONNECTION WiTH THE WORK SHALL BE REMOVED FROM THE PREMISES AND DISPOSED OF BY THE CONTRACTOR. THE PREMISES SHALL BE LEFT CLEAR AND CLEAN TO THE SATISFACTION OF THE OWNER. -CONTRACTOR SHALL DESIGN AND INSTALL SHORING A5 REQUIRED TO PERFORM WORK. ENGINEERING, CONSTRUCTION AND SAFETY OF THE SHORING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. -FOR ALL NEW CONSTRUCTION OR ADDITIONS DESIGNED WiTHiN 1'-0" OF THE HEIGHT LIMiT, THE CONTRACTOR SHALL DE RE5PON51DLE FOR COORDINATING WiTH THE SURVEYOR TO VERIFY THE ELEVATION OF THE STRUCTURE AS iT i5 BEING BUILT TO VERIFY ANY ELEVATION PISCRPANCiES THROUGHOUT CONSTRUCTION. ELEVATIONS SHOULD BE VERIFIED FOR EACH FLOOR LEVEL PRIOR TO PROCEEDING WiTH THE NEXT FLOOR OF FRAMING: TOP OF FOUNDATION, TOP OF SUBFLOOR, TOP PLATE AND RIDGE ELEVATIONS SHOULD DE VERIFIED DURING CONSTRUCTION. CONSULT ARCHITECT FOR CLARIFICATION PRIOR TO CONSTRUCTION. 3. SOILS: -FOUNDATION DESIGN 15 BASED ON AN ASSUMED AVERAGE SOiL BEARING OF 2,000 PSF OR PER GEOTECHNiCAL REPORT. ALL FOOTINGS SHALL BE CAST ON UNDISTURBED FiRM NATURAL 501L OR COMPACTED SOiL OF 2,000 PSF SEARING CAPACITY AT LEAST 1'-6" BELOW LOWEST ADJACENT GRADE, AND FREE OF ORGANIC MATERIALS. FOOTING EXCAVATION SHALL BE FREE OF LOOSE SOiLS, DEBRIS, AND FREE WATER AT ALL TIMES. THiS OFFICE TAKES NO RESPONSIBILITY IN VERIFYING THE ACCURACY OF ENGINEERING DATA SUPPLIED BY OTHERS. 4. STAIRS: -MiNiMUM HEADROOM 6-8'; MiNiMUM TREAD 10"; MAXIMUM RISER 7 3/4" -HANDRAIL: REQUIRED AT ALL STAIRS WiTH MORE THAN 4 RISERS PER iRC 311.7.8. MINIMUM 34" AND MAXIMUM 38" ABOVE TREAD NOSING. OPEN SIDES OF STAIRS MORE THAN 30" ABOVE ADJACENT FLOOR SHALL HAVE HANDRAiL5 AND GUARDRAILS. HANDRAIL TO DE 1 1/4"-2" CRO55 SECTIONAL DIMENSION AND 1 1/2" AWAY FROM WALL. -GUARDRAIL: SHALL BE MiN 36" iN HEIGHT WHERE ADJACENT SURFACE OR GRADE 15 30" OR MORE BELOW. RAILINGS SHALL BE SPACED TO NOT ALLOW THE PASSAGE OF A 4-3/8" SPHERE PER iRC 312.1. -INSTALL FiRE BLOCKING AT MiP-STRINGER SPAN AND AT WALL ALIGN STRINGER. -COVER WALLS AND SOFFITS OF USABLE SPACE UNDER STAIR WiTH 5/8" TYPE "X" GYPSUM WALLBOARD. 5. LIGHTING EQUIPMENT - NOT LESS THAN 90 PERCENT OF LAMPS iN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HiGH-EFFICACY LAMPS - FUEL GAS LIGHTING SYSTEMS SHALL NOT HAVE CONTINUOUSLY BURNING PILOT LIGHTS OWNER/CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY UTILITIES MAY REQUIRE A SEPERATE PERMIT. Applicant shall repair/replace all damage to utilities or frontage improvements in City right-of-way per city standards that is caused or occurs during the permitted project. N LOWER FLOOR - AS BUILT \ SCALE:1/5" = 1'-0" Zone RS-10 Corner Y Flag N Setbacks: Required ,--Actual-- Street (88TH) 25' W > 25' Side 10' E = 10' r-----------, Street (182ND) 25' S > 25' Other Height ACTUAL SETBACKS ARE TO PROPOSED DECK. APPROVED BY PLANNING Apr 28 2022 ENGINEERING DIVISION APPROVED AS NOTED 05/03/2022 ***NO STORMWATER MANAGEMENT SYSTEM REQUIRED AT THIS TIME. IF NEW AND/OR REPLACED IMPERVIOUS SURFACE AREA EQUALS 2000SQFT OR GREATER A STORMWATER MANAGEMENT SYSTEM WILL BE REQUIRED PER CITY CODES AND STANDARDS.*** City Of Edmonds Building Department Work DECK ADDITION Address 8721 182ND PL SW Owner EVERETT ---------------------------------- �---------------------------------------- Approved Date 5/04/2022 Building Official W. %i vfh_lm c Permit Number ------------------ BLD2022-0335 APPROVED PLANS MUST BE ON JOB SITE ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE PROJECT OWNER: ELiSSA AND PETER EVERETT 8721 182ND PL SW EDMONDS WA 98026 PROJECT ARCHITECT: HEiDi HELGE50N H2D ARCHITECTURE + DESIGN 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 STRUCTURAL ENGINEER: TODD VALENTINE HARRiOTT VALENTINE ENGINEERS iNG 1932 FIRST AVENUE, SUITE 720 SEATTLE, WA 98101 206-624-4760 PROJECT DESCRIPTION: \ RE13UiLD DECK AND INSTALL NEW RETAINING WALL PROJECT ADDRESS: 1 182ND PL SW TAX LOT NUMBER: 00567200000100 LEGAL DESCRIPTION: SEA ViEW ESTATES DLK 000 D-00 - LOT 1 LAND USE CODE COMPLIANCE STATISTICS ZONE: RS-10,000 LOT COVERAGE: LOT AREA: 14,375 5F EXISTING HOUSE FOOTPRINT: 1,886 5F EXISTING CARPORT: 555.3 SF EXISTING DECK FOOTPRINT (TO BE DEMO'D): (456 SF NEW DECK FOOTPRINT: 620 SF TOTAL LOT COVERAGE: 3061.3 SF ALLOWED LOT COVERAGE: 14,375 SF X 35% = 5,031 SF OK IMPERVIOUS EX15TING ROOF AND CARPORT: 2,956.7 5F SURFACE: EXISTING DECK (TO BE DEMO-D) (456 SF EXISTING DRIVEWAY TO REMAIN: 652 SF EXISTING PATIO/WALKWAY/ROCKERIES: 11386 F TOTAL EX IMPERVIOUS SURFACE: .7 5 F,9 PO EW DECK (BEYOND ROOF EAVE): 419.1 5F AN CAPE TA1R: 120 5F LANDING: � 30 5F . �TOTA6N,EEPLACEP IMPERVIOUS SURFACE: 569.1 SF toTA'L EXISTING + NEW IMPERVIOUS SURFACE: 5563.8 SF REQ'D SETBACKS: FRONT SETBACK: CORNER LOT SiDE SETBACK: 10, PARKING: 2 EXISTING PARKING SPACES TO REMAIN BUILDING HEIGHT BUILDING HEIGHT LiMiT = 25' INFORMATION: NO CHANGE PROPOSED ENERGY CREDIT INFORMATION NOT APPLICABLE Nothing in the permit approval process shall be interpreted as allowing or permitting the maintenance of any currently existing illegal, nonconforming or 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 or drawing. Such building, structure or condition may be the subject of a separate enforcement action. SHEET INDEX 01 PROJECT INFORMATION, VICINITY MAP, GENERAL NOTES, A5-13UILT PLANS, SiTE PLAN A1.0 LOWER FLOOR DEMOLITION PLAN A1.1 MAiN FLOOR DEMOLITION PLAN A1.2 LOWER FLOOR PLAN A1.3 MAiN FLOOR PLAN A2.0 EXTERIOR ELEVATIONS A2.1 EXTERIOR ELEVATIONS A3.0 BUILDING SECTIONS, WALL SECTIONS 51.0 GENERAL STRUCTURAL NOTES 52.0 FOUNDATION PLAN 52.1 MAiN FLOOR FRAMING PLAN 52.2 SECOND FLOOR FRAMING PLAN 53.0 STRUCTURAL DETAILS 54.0 STRUCTURAL DETAiL5 VICINITY MAP (NTS 0 ,Y 0 m CZ o Q o o w SITE 0�_ w z `p 182ND PL SW o��M�`Gv�E w � � Q � � m 184TH ST. 5W Q W U z W N 0 U) 05 J 4) U) a- Q W 0 3: N z W ti O 2i CD 0 I..0 LLl W RESUB Apr 20 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 9716 REGISTERED ARCHITECT HEIDI MICHELLE HELGESON STATE OF WASHINGTON H 2 D A R C H I T E C T U R E D E S I G N 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 P.206.542.3734 www.h2darchitects.com DATE: 4/13/2022 PERMIT SET PROJECT INFORMATION, VICINITY MAP, GENERAL NOTES, AS -BUILT PLANS, SITE PLAN 01 IrTTTTTTTT- -__ L�LL 111111 I I I I I I IF- - - - - - - - - - - - - - - - - - - -�- - I I I I I I , LINE OF PECK ABOVE TO DE I ,I PEMOLISHEP I, II , II LOWER FLOOR DEMOLITION PLAN SCALE:1/4" = T-O" 0 EXISTING WALLS r — , PEMO WALLS N w U Z Lu > N 0 U) 00 J 4') U) a- Q Lu C) > N Z W ti O oc) o W w W RESUB Apr 20 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 9716 REGISTERED ARCHITECT `�LHEIDI MICHELLE HELGESON STATE OF WASHINGTON H 2 D A R C H I T E CT U R E D E S I G N 23020 EDMONDS WAY, #113 EDMONIDS, WA 98020 P.206.542.3734 www.h2darchitects.com DATE: 4/13/2022 PERMIT SET LOWER FLOOR DEMOLITION PLAN A1,0 f TTTTTTTT•r:a�_ I I I I I I I I I I �'r•a__-_ I I I I �• •a Q•r:a— I L 11111111 p1 pl HI HI pl �I pl 01 III pl �I 111 01 �I �I PEMO pl MI STAIRS ECK, RAILING, AND �1 a_=•_a a , 111 �I 01 01 n �1 M1 �I G1 0 01 �I Al 01 n n n MI 0 nl LINE OF EX BEAM TO REMAIN TYP MAIN FLOOR DEMOLITION PLAN SCALE:1/4" = 1'-0" EXISTING WALLS r — 1 DEMO WALLS 107 w U Z W N 0 U) 00 J a Q W o CV 0 v- Z LU ti O Cc 0 w LU w RESUB Apr 20 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 9716 REGISTERED ARCHITECT HEIDI MICHELLE HELGESON STATE OF WASHING TON H 2 D A R C H I T E CT U R E D E S I G N 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 P.206.542.3734 www.h2darchitects.com DATE: 4/13/2022 PERMIT SET MAIN FLOOR DEMOLITION PLAN AlA EXISTING CONCRETE PATIO LOWER FLOOR PLAN SCALE:1/4" = 10 EXISTING WALLS ® NEW WALLS NOTES: 1. ALL DIMENSIONS ARE GIVEN TO THE FACE OF STUD UNO. NEW DECK ABOVE CONCRETE RETAINING WALL PER STRUCTURAL ENGINEER INSTALL BETWEEN JOIST WATER MANAGEMENT SYSTEM, SELECTION PER OWNER; INSTALL PER SELECTED MFR SPECIFICATIONS, THiS AREA ONLY POSTS PER STRUCTURAL TYP. BEAMS ABOVE PER STRUCTURAL TYP. 11'-7" VER II II II I� II II I I EXISTING II I� PERVIOUS I I w SURFAIC BELOW DECK TO L REMAIN I PATCH/REPLACE I I EXISTING CONCRETE PATIO AT AREAS OF WORK, CONFIRM W/ OWNER I II II II II II II II II II II II II I II I� II I� II I� II I� II I� II II Iff Lu U z �..�..� N 0 U) ob J 4') �^^ vJ a- Q �..0 0 > N z Lu ti O Cb 0 Lu L LI Lu RESUB Apr 20 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 9716 REGISTERED ARCHITECT HEIDI MICHELLE HELGESON STATE OF WASHINGTON H 2 D A R C H I T E CT U R E D E S I G N 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 P.206.542.3734 www.h2darchitects.com DATE: 4/13/2022 PERMIT SET LOWER FLOOR PLAN A1,2 SjoQ Y CARPORT EXISTING II II II u u MAIN FLOOR PLAN SCALE:1/4" = 1'-0" 0 EXISTING WALLS ® NEW WALLS NOTES: 1. ALL DIMENSIONS ARE GIVEN TO THE FACE OF STUD UNO. z W U Z W N p U) o J C3) a Q W 0 CV 0 v- Z W ti O oc) o W w W RESUB Apr 20 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 9716 REGISTERED ARCHITECT HEIDI MICHELLE HELGESON STATE OF WASHING TON H 2 D A R C H I T E CT U R E D E S I G N 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 P.206.542.3734 www.h2darchitects.com DATE: 4/13/2022 PERMIT SET MAIN FLOOR PLAN A1,3 HEIGHT LIMIT = +327.9' - - - - - - - - - - - - - - - - - - TKIGrAl I OATI TAI/" Ar All AOC OG NORTH ELEVATION SCALE:1/4" - T-O" W U Z W p U) o J C3) a Q W 0 CV 0 v- Z W ti75 O 00 o W W W RESUB Apr 20 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 9716 REGISTERED ARCHITECT HEIDI MICHELLE HELGESON STATE OF WASHING TON H 2 D A R C H I T E CT U R E D E S I G N 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 P.206.542.3734 www.h2darchitects.com DATE: 4/13/2022 PERMIT SET EXTERIOR ELEVATIONS A2,0 HEIGHT LIMIT = +327.9' WEST ELEVATION SCALE:1/4" = 1'-0" 0 1 ICUU I UIV1L EAST ELEVATION SCALE:1/4" - 1'-0" HEIGHT LIMIT = +327.9' mm�f_, ,L EX RIDGE EL=19'-31/4"+/- EX RIDGE EL=19'-31/4"+/- EX LOWER FLOOR EL = 0'-0"+/- (T.O. EX SLAB) (EL = +297.3') W U Z c� W p U) o J 4') U) a- Q W o 3: N Z W ti O 00 o W W W RESUB Apr 20 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 9716 REGISTERED ARCHITECT HEIDI MICHELLE HELGESON STATE OF WASHINGTON H 2 D A R C H I T E CT U R E D E S I G N 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 P.206.542.3734 www.h2darchitects.com DATE: 4/13/2022 PERMIT SET EXTERIOR ELEVATIONS A2,1 r � —I — — — — — — — — — — — — — — — — - — — — — — — — — — — — — — — — — — — — — — — — — — I I BUILDING SECTION SCALE:1/4" = T-O" IV EXISTING HOUSE TO REMAIN ----------------------------�\ AGS STAINLESS \1 STEEL OLYMPUS e = FLAT TOP HORIZONTALLu I BAR RAILING OR e i L SHAPED PAINTED OR GALVANIZED METAL SELECTED z FLASHING, BOTTOM EDGE SLOPED DOWN I e OVER LEDGER PER STRUCTURAL TYP Z I MAX 3" SPACING BETWEEN °L i- HORIZONTAL METAL BARS e o TYP NEW DECK ASSEMBLY TYP. NEW DECK ASSEMBLY e I I I -5/4X6 DECKING WiTH 1/8" GAPS I FASCIA MOUNTED RAILING PER I -P.T. FRAMING PER STRUCTURAL I I I STRUCTURAL AND RAILING e I -------------- I I MANUFACTURER _ — I I I 5/4X10 WD FASCIA e j INSTALL SELF ADHESIVE j I MEMBRANE FLASHING BETWEEN I I e LEDGER AND BUILDING PAPER I _- I I POST, BEAM, FRAMING AND ALL - -- _ I \ — � X GRADE CONNECTIONS PER STRUCTURAL I POST, BEAM, FRAMING, AND ALL j F69T, BEAM, FRAMING AND ALL I CONNECTIONS PER STRUCTURAL I CONNECTIONS PER STRUCTURAL I TYP 1 TYP I ----------------------------- TYP EXT RAILING DETAIL WALL SECTION SCALE: 1/= T-O" W U Z c� W p U) o J 4') U Q W o 3: N Z W ti O 00 o W W W RESUB Apr 20 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 9716 REGISTERED ARCHITECT HEIDI MICHELLE HELGESON STATE OF WASHINGTON H 2 D A R C H I T E CT U R E D E S+ I G N 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 P.206.542.3734 www.h2darchitects.com DATE: 4/13/2022 PERMIT SET BUILDING SECTIONS, WALL SECTIONS A3,0 GENERAL STRUCTURAL NOTES (THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE PLANS) CRITERIA JOISTS: (2X MEMBERS) HEM -FIR NO. 2 MINIMUM BASE VALUE, FB = 850 PSI (3X & 4X MEMBERS) DOUGLAS FIR NO. 1 MINIMUM BASE VALUE, FB = 1000 PSI 1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE STRUCTURAL LIGHT FRAMING: DOUGLAS FIR NO. 2 DRAWINGS, SPECIFICATIONS & THE INTERNATIONAL BUILDING CODE (2018 EDITION). (INCL. 3X AND 4X POSTS) MINIMUM BASE VALUE, FB = 900 PSI 2. DESIGN LOADING CRITERIA: BEAMS AND STRINGERS: DOUGLAS FIR NO. 1 (INCL. 6X AND LARGER) MINIMUM BASE VALUE, FB = 1350 PSI DECK LIVE LOAD . . 60 PSF POSTS AND TIMBERS: DOUGLAS FIR NO. 1 3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL (6X6 AND LARGER) MINIMUM BASE VALUE, FC = 1000 PSI DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY STUDS, PLATES & MISC. FRAMING: DOUGLAS FIR OR HEM -FIR STANDARD GRADE DISCREPANCIES PRIOR TO CONSTRUCTION. 4. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CON- DITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CON- STRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST VERIFIED. CONTRACTOR SHALL DETERMINE THE LOCATION OF ALL ADJACENT UNDERGROUND UTILITIES PRIOR TO COMMENCING EXCAVATION. THE CONTRACTOR SHALL BRING ALL CONFLICTS AND DISCREPANICES TO THE ATTENTION OF THE ARCHITECT AND STRUCTURAL ENGINEER. 5. 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. EXISTING REINFORCING SHALL BE RETAINED UNDAMAGED WHERE NOTED ON THE PLANS. 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. ALL NEW OPENINGS THROUGH EXISTING CONCRETE OR MASONRY WALLS, SLABS AND BEAMS SHALL BE ACCOMPLISHED BY SAW CUTTING WHEREVER POSSIBLE. 6. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE 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 CON- TRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES OF THE OWNER, CON - CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. GEOTECHNICAL 8. FOUNDATION NOTES: ALLOWABLE SOIL PRESSURE AND LATERAL EARTH PRESSURE ARE ASSUMED AND THEREFORE MUST BE VERIFIED BY A QUALIFIED SOILS ENGINEER. 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 NOTED OTHERWISE, 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 . . . . . . . . . . 2,000 PSF LATERAL EARTH PRESSURE . . . . . . . . . . . 35 PCF CONCRETE 9. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORD- ANCE WITH ACI 301. CONCRETE SHALL ATTAIN A 28 DAY STRENGTH OF F'C = 2,500 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. THE MINIMUM AMOUNTS OF CEMENT AND MAXIMUM AMOUNTS OF WATER MAY BE CHANGED IF A CONCRETE PERFORMANCE MIX IS SUBMITTED TO THE STRUCTURAL ENGINEER AND THE SEATTLE DEPARTMENT OF CONSTRUCTION AND INSPECTION FOR APPROVAL TWO WEEKS PRIOR TO PLACING ANY CONCRETE. THE CONCRETE 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 ACI 301. 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 WITH CONTRACT DOCUMENTS. CONTRACTOR OR SUPPLIER MAINTAINS FULL RESPONSIBILITY FOR SPECIFIED PERFORMANCE. ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR ENTRAINED WITH AN AIR ENTRAINING AGENT CONFORMING TO ASTM C260, C494, AND C618. TOTAL AIR CONTENT SHALL BE IN ACCORDANCE WITH TABLE 19.3.2.1 OF THE ACI 318. 10. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT S1), GRADE 40, FY = 40,000 PSI. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. ALL REBAR SHALL BE 90% MINIMUM RECYCLED CONTENT. SUBMIT MANUFACURERS CERTIFICATE OF RECYCLED CONTENT TO ARCHITECT AND STRUCTURAL ENGINEER. 11. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: A. FOOTINGS AND OTHER UNFORMED SURFACES, EARTH FACE . . .3" B. ALL OTHER SURFACES . . . . . . . . . . . . . . . . 1 1/2" WOOD 12. FRAMING LUMBER SHALL BE KILN DRIED OR MC-15, AND GRADED AND MARKED IN CON- FORMANCE WITH WCLIB STANDARD GRADING RULES FOR WEST COAST LUMBER NO. 17, LATEST EDITION. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: 2X6 STUDS AND PLATES: HEM -FIR NO.3/ STUD GRADE 2X AND 3X T & G DECKING HEM -FIR COMMERICAL DEX, MINIMUM BASE VALUE, FB = 1350 PSI 13. GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH ASTM AND AITC STANDARDS. EACH MEMBER SHALL BEAR AN AITC IDENTIFICATION MARK AND SHALL BE ACCOMPANIED BY AN AITC CERTIFICATE OF CONFORMANCE. ALL SIMPLE SPAN BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F V4, FB = 2,400 PSI, FV = 165 PSI. ALL CANTILEVERED BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F V8, FB = 2400 PSI, FV = 165 PSI. CAMBER ALL SIMPLE SPAN GLULAM BEAMS TO 2,000' RADIUS, UNLESS SHOWN OTHERWISE ON THE PLANS. ALL COLUMNS SHALL BE DOUGLAS FIR COMBINATION NO. 5, FC = 2400 PSI, E = 2.0 X 1OE6 PSI. 14. PLYWOOD SHEATHING SHALL BE GRADE C-D, EXTERIOR GLUE OR STRUCTURAL II, EXTERIOR GLUE IN CONFORMANCE WITH APA STANDARDS. ORIENTED STRAND BOARD OF EQUIVALENT THICKNESS, EXPOSURE RATING AND SPAN RATING MAY BE USED IN LIEU OF PLYWOOD. A. ROOF SHEATHING SHALL BE 1/2" (NOM.) WITH SPAN RATING 24/0. B. FLOOR SHEATHING SHALL BE 3/4" (NOM.) WITH SPAN RATING 40/20. C. WALL SHEATHING SHALL BE 1/2" (NOM.) WITH SPAN RATING 24/0. REFER TO WOOD FRAMING NOTES BELOW FOR TYPICAL NAILING. ALL SHEATHING SHALL BE FSC CERTIFIED AND SHALL BEAR THE FSC STAMP. 15. 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. ALL WOOD EXPOSED TO WEATHER WITHOUT THE ADEQUATE PROTECTION OF A ROOF OR EAVE SHALL BE AN APPROVED WOOD OF NATURAL RESISTANCE TO DECAY OR PRESSURE TREATED. SUCH MEMBERS INCLUDE HORIZONTAL MEMBERS SUCH AS GIRDERS, JOISTS, AND DECKING; OR VERTICAL MEMBERS SUCH AS POSTS, POLES, AND COLUMNS. 16. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY, AS SPECIFIED IN THEIR MOST RECENT CATALOG. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICC 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. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE NAILS OR BOLTS IN EACH MEMBER. 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. UN- LESS NOTED OTHERWISE, ALL NAILS SHALL BE COMMON. ALL SHIMS SHALL BE SEA- SONED AND DRIED AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. HANGERS IN DIRECT CONTACT WITH PRESERVATIVE -TREATED WOOD SHALL BE EITHER STAINLESS STEEL (SST300), POST HOT -DIPPED GALVANIZED(HDG) OR GALVANIZED WITH A MINI- MUM OF 1.850Z ZINC PER SQUARE INCH (ZMAX). UNLESS NOTED OTHERWISE, ALL LUMBER JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "LUS" SERIES JOIST HANGERS, AND ALL TJI JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "ITT" OR "IUT" SERIES JOIST HANGERS. 17. NAILS - NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS: SIZE LENGTH DIAMETER 6D 2" 0. 113" 8D 2-1/2" 0. 131" 10D 3" 0.148" 12D 3-1/4" 0.148" 16D 3-1/2" 0.162" 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 SHALL BE DRIVEN FLUSH TO FACE OF SHEATHING WITH NO COUNTERSINKING PERMITTED. 18. STAPLES - THE FOLLOWING STAPLES MAY BE SUBSTITUTED FOR NAILING OF PLYWOOD (APA RATED SHEATHING): NAIL SIZE EQUIV. STAPLE MINIMUM LENGTH 6D 16 GA. 1-3/4" 8D 15 GA. 1-3/4" 10D 13 GA. 1-3/4' IF CONTRACTOR PROPOSES THE USE OF ALTERNATE STAPLES, THEY SHALL SUBMIT STAPLE SPECIFICATIONS TO THE STRUCTURAL ENGINEER (PRIOR TO CONSTRUCTION) FOR REVIEW AND APPROVAL. STAPLES SHALL BE DRIVEN FLUSH TO FACE OF SHEATHING WITH NO COUNTERSINKING PERMITTED. 19. TONGUE AND GROOVE STRUCTURAL ROOF AND FLOOR DECKING SHALL BE INSTALLED AS FOLLOWS: 2X DECKING SHALL BE TOENAILED THROUGH THE TONGUE AND FACENAILED WITH ONE 16D NAIL PER PIECE PER SUPPORT. 3X AND 4X DECKING SHALL BE TOENAILED WITH ONE 40D NAIL AND FACENAILED WITH ONE 60D NAIL PER SUPPORT. COURSES SHALL BE SPIKED TOGETHER WITH 8" SPIKES AT 30" O.C. (MAXIMUM) AND AT 10" (MAXIMUM) FROM EACH END OF EACH PIECE. SPIKES SHALL BE INSTALLED IN PREDRILLED EDGE HOLES. 20. WOOD FRAMING NOTES THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN: 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 OF THE INTERNATIONAL BUILDING CODE. UNLESS NOTED OTHERWISE, ALL NAILS SHALL BE COMMON. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL DRAWINGS. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. B. WALL FRAMING: ALL STUD WALLS SHOWN AND NOT OTHERWISE NOTED SHALL BE 2X4 STUDS @ 16" O.C. AT INTERIOR WALLS AND 2X6 @ 16" O.C. AT EXTERIOR WALLS. TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS. TWO 2X8 HEADERS SHALL BE PROVIDED OVER ALL OPENINGS NOT OTHERWISE NOTED. SOLID BLOCKING FOR WOOD COL- UMNS SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW. 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 AT 12" O.C. AND LAP MINIMUM 4'-0" AT JOINTS AND PROVIDE SIX 16D NAILS AT 4" O.C. EACH SIDE OF JOINT. ALL STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD FRAMING BELOW WITH 16D NAILS AT 12" O.C. STAGGERED OR BOLTED TO CONCRETE WITH 5/8" DIAMETER ANCHOR BOLTS (WITH 7" MINIMUM EMBEDMENT)@ 4' 0" O.C. UNLESS INDICATED OTHERWISE. INDIVI- DUAL MEMBERS OF BUILT UP POSTS SHALL BE NAILED TO EACH OTHER WITH 16D @ 12" O.C. STAGGERED. REFER TO THE PLANS AND SHEAR WALL SCHEDULE FOR REQUIRED SHEATHING AND NAILING. WHEN NOT OTHERWISE NOTED, PROVIDE GYPSUM WALLBOARD ON INTERIOR SURFACES NAILED TO ALL STUDS, TOP AND BOTTOM PLATES AND BLOCKING WITH NAILS AT 7" O.C. USE 5D COOLER NAILS FOR 1/2" GWB AND 6D COOLER NAILS FOR 5/8" GWB. WHEN NOT OTHERWISE NOTED, PROVIDE 1/2" (NOM.) APA RATED SHEATHING (SPAN RATING 24/0) ON EXTERIOR SURFACES NAILED AT ALL PANEL EDGES (BLOCK UNSUPPORTED EDGES), TOP AND BOTTOM PLATES WITH 8D @ 6" O.C. AND TO ALL INTERMEDIATE STUDS AND BLOCKING WITH 8D @ 12" O.C. ALLOW 1/8" SPACING AT ALL PANEL EDGES AND ENDS. C. FLOOR AND ROOF FRAMING: PROVIDE DOUBLE JOISTS 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 METAL JOIST HANGERS IN ACCORDANCE WITH TIMBER CONNECTOR NOTE. NAIL ALL MULTI JOIST BEAMS TO- GETHER WITH 16D @ 12" O.C. STAGGERED. UNLESS OTHERWISE NOTED ON THE PLANS, ROOF AND FLOOR SHEATHING SHALL BE LAID UP WITH STRENGTH AXIS PERPENDICULAR TO SUPPORTS AND NAILED WITH 8D NAILS @ 6" O.C. TO FRAMED PANEL EDGES AND OVER STUD WALLS AS SHOWN ON PLANS AND @ 12" O.C. TO INTERMEDIATE SUPPORTS. PROVIDE APPROVED PLYWOOD EDGE CLIPS CENTERED BETWEEN JOISTS/TRUSSES AT UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES SHALL HAVE APPROVED TONGUE AND GROOVE JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING. ALLOW 1/8" SPACING AT ALL PANEL EDGES AND ENDS OF ALL ROOF AND FLOOR SHEATHING. TOENAIL BLOCKING TO SUPPORTS WITH 16D @ 12" O.C. UNLESS OTHERWISE NOTED. AT BLOCKED FLOOR AND ROOF DIAPHRAGMS PROVIDE FLAT 2X BLOCKING AT ALL UNFRAMED PLYWOOD PANEL EDGES AND NAIL WITH EDGE NAILING SPECIFIED. Harriott Valentine Engineers Inc. 1932 First Avenue, Suite 720 Seattle, Washington 98101-2447 tel 206 624 4760 fax 206 447 6971 www.harriottvalentine.com RESUB Apr 20 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 4/19/22 Project Contact Todd Fisher tel 206 413 6671 tfisher@harriottvalentine.com Project Architect H2D Architecture 23020 Edmonds Way, #113 Edmonds, WA 98020 Project Everett Residence (deck) 8721 182nd Place SW Edmonds, WA 98026 Issue Date Issue Description 3/14/22 Permit 4/19/22 Corrections #1 Building Department Approval Drawing Title GENERAL STRUCTURAL NOTES Drawing Number S100 w z w 0 w ry H w w w ■ TA NOTE!! EXISTING FRAMING MEMBERS AS INDICATED ON THIS PLAN ARE ASSUMED FOR DESIGN PURPOSES ONLY. HARRIOTT VALENTINE ENGINEERS SHALL NOT BE HELD LIABLE FOR LOCATION/ SIZE OF EXISTING MEMBERS AS CALLED ON THIS PLAN. EXISTING MEMBERS SHALL BE VERIFIED AND REPORTED TO STRUCTURAL ENGINEER OF RECORD PRIOR TO CONSTRUCTION. FOUNDATION PLAN NOTES 1. WHERE NEW CONCRETE WALLS OR FOOTING ABUT EX. CONCRETE, PROVIDE DOWELS #4 x 2'-0" TO MATCH HORIZ. REINFORCING, EMBED 5° IN EPDXY GROUT. 2. SLAB -ON -GRADE SHALL BE PLACED AND CURED FOR A MINIMUM OF SEVEN DAYS. LEGEND SPAN EXTENT X SECTION DETAIL SX. Harriott Valentine Engineers Inc. 1932 First Avenue, Suite 720 Seattle, Washington 98101-2447 tel 206 624 4760 fax 206 447 6971 www.harriottvalentine.com RESUB Apr 20 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT )2 Project Contact Todd Fisher tel 206 413 6671 tfisher@harriottvalentine.com Project Architect H2D Architecture 23020 Edmonds Way, #113 Edmonds, WA 98020 Project Everett Residence (deck) 8721 182nd Place SW Edmonds, WA 98026 Issue Date Issue Description 3/14/22 Permit 4/19/22 Corrections #1 (FB) FLUSH BEAM (PT) PRESSURE -TREATED Building Department Approval (UNO) UNLESS NOTED OTHERWISE COLUMN ABOVE 0 COLUMN BELOW NEW STRUCTURAL WALL EXISTING STRUCTURAL WALL NEW CONCRETE WALL 1 FOUNDATION PLAN Drawing Title EXISTING CONCRETE WALL S2.0 scale: 1/4" = 1'-0" FOUNDATION PLAN Drawing Number SIO W Z W 0 W W ry H W W W POST -TO -BEAM CONNECTIONS HV NOTE!! EXISTING FRAMING MEMBERS AS INDICATED ON THIS PLAN ARE ASSUMED FOR DESIGN PURPOSES ONLY. HARRIOTT VALENTINE ENGINEERS SHALL NOT BE HELD LIABLE FOR LOCATION/ SIZE OF EXISTING MEMBERS AS CALLED ON THIS PLAN. EXISTING MEMBERS SHALL BE VERIFIED AND REPORTED TO STRUCTURAL ENGINEER OF RECORD PRIOR TO CONSTRUCTION. FRAMING PLAN NOTES 1. REFER TO GENERAL STRUCTURAL NOTES FOR FLOOR OR ROOF SHEATHING TYPE, THICKNESS, AND NAILING. 2. WHERE POST HEIGHT EXCEEDS 4', INSTALL KNEE BRACES PER 7/S3.1. Al LEGEND e 0 X X. (FB) (PT) (UNO) �l SPAN EXTENT SECTION DETAIL FLUSH BEAM PRESSURE —TREATED UNLESS NOTED OTHERWISE COLUMN ABOVE COLUMN BELOW NEW STRUCTURAL WALL EXISTING STRUCTURAL WALL NEW CONCRETE WALL EXISTING CONCRETE WALL HOLDOWN PAIR HANGER SCHEDULE I;..t; (DTi TVD n nrrU MAIN FLOOR FRAMING PLAN (BASEMENT WALLS; scale: 1/4" = 1'-0" HUC610 w/(18) 16d x 31/2" — SEE 12/S3.0 �r I ` HUC610 w/(18) 16d x 31/2" CCT POST CAP (PT) BEVELED ❑ /­ 12/S3.0 I I � CC POST CAP (2) 2x12 (PT, STRINGER) I (2) 2x12 (PT, STRINGER) E I CCT POST CAP (2) 2x12 (PT, STRINGER) 2x12 (PT, STRINGER) NO WORK AT THIS AREA Harriott Valentine Engineers Inc. 1932 First Avenue, Suite 720 Seattle, Washington 98101-2447 tel 206 624 4760 fax 206 447 6971 www.harriottvalentine.com RESUB Apr 20 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Project Contact Todd Fisher tel 206 413 6671 tfisher@harriottvalentine.com Project Architect H2D Architecture 23020 Edmonds Way, #113 Edmonds, WA 98020 Project Everett Residence (deck) 8721 182nd Place SW Edmonds, WA 98026 Issue Date Issue Description 3/14/22 Permit 4/19/22 Corrections #1 Building Department Approval Drawing Title MAIN FLOOR FRAMING PLAN Drawing Number S11 )2 w z w 0 U) w ry Nw [d_ w w 4" THICK SLAB REINF. W/ HV W2.9xW2.9 6x6 W.W.M. CTR'D. Harriott Valentine Engineers Inc. 3/16 TOP RAIL F.B. 1 %3" 1932 First Avenue, Suite 720 Seattle, Washington 98101-2447 TYPICAL x x x x x x 6 MIL VAPOR BARRIER tel 206 624 4760 fax 206 447 6971 SLAB °° - 00000°0� - oo�o°� oaoo°o� 8° °d°o °0�8° ° oo o°ca o ° (OMIT AT EXTERIOR SLABS) STANCHIONS F.B. 3 4"x 11 2" / / 9:---:::::::INFILL www.harriottvalentine.com » 4 FREE -DRAINING/ F.B. 1 4"x2" GRANULAR FILL e 1/8 HD3B EACH SIDE OF JOIST CIDe WITH (2) 5/8"0 THRU-BOLTS CONTROL JOINT FORMER e JOIST PER PLAN - ALIGN CONTROL x x x� r x x x "ZIP STRIP" 11/2" DEEP e ONE JOIST W/ STANCHION JOINT °° - oQ000°°� - oo- °°00- 8° °o°M °0e8° ° o °oo °°o o (JOINT MAY BE SAW-CUTBLOCK ONE BAY FULL -DEPTH AT CONTRACTOR'S OPTION) ^� e AT JOIST PARALLEL CONDITION CUT ALT. WIRES AT JOINT �� ° ° E 3/8" 2nd POUR o 1 st POUR ° PLASTIC JOINT KEY "MEADOW BURKE" 3/16 CON STR. x x x x x x STOP REINF. 1 CLEAR OF 11" 4r 11" JOINT 0°��, oo-oo o� o°bo°�°s000°o3o 820HTM °0°8201016A° o8� JOINT EACH SIDE (4) 5/8» 0 THRU-BOLTS BP5/8 & NUT AT BOTTOM TWO BOLTS SLAB —ON —GRADE (NOT INSULATED) 3/4" = 1'-0" 1 3/4" = 1'-0" 2 3/4" = 1'-0" 3/4" = 1'-0" 4 REMOVE SIDING AT LEDGER RESUB Apr 20 2022 CONTINUOUS GALV. DMONDS CITY M ETSERVI DEVELOPMENT SERVICES FLASHING WITH DRIP (2) ROWS 1/4"0 X 6" DEPARTMENT EDGE OVER SELF-SEALING LONG SDS SCREWS @ 12"oc FLEXIBLE MEMBRANE (EACH ROW) (COORD. WITH ARCHITECTURAL) CAULK EACH SCREW HOLE77717 v#; WA CV DECKING PER ARCHITECTURAL 39�2� , 4/19/22 DECK JOISTS PER PLAN WITH HANGERS JOISTS PER PLAN PER PLAN Project Contact DECK2WALL SPACER Todd Fisher tel 206 413 6671 BETWEEN LEDGER AND tfisher@harriottvalentine.com LEDGER PER PLAN FLASHING AT EACH BOLT Project Architect EXISTING WALL H2D Architecture 23020 Edmonds Way, #113 Edmonds, WA 98020 3/4" = 1'-0" 5 3/4" = 1'-0" 6 3/4" = 1'-0" 7 QProject 1-1/2)) = 1'-0" 8 Everett Residence (deck) 8721 182nd Place SW Edmonds, WA 98026 Issue Date Issue Description REMOVE SIDING AT 3/14/22 Permit 4/19/22 Corrections #1 LEDGER CONTINUOUS GALV. BEAM PER PLAN FLASHING WITH DRIP (2) ROWS 1/40 X 6" GER HPLAN 10"0 PLINTH, REINF. WITH COLUMN PER PLAN EDGE OVER SELF-SEALING LONG SDS SCREWS @ 12"oc PER (4) #4 VERT. AND TIES (PRESSURE -TREATED) FLEXIBLE MEMBRANE (EACH ROW) Building Department Approval #3 x 0 @ 3 oc (COORD. WITH ARCHITECTURAL) CAULK EACH SCREW HOLE CB SERIES POST BASE N I � (3) #4 EACH WAY If z= DECKING PER BOTTOM = ARCHITECTURAL - - w POST PER PLAN BEVEL IN SHORT \ \ \ \ \ \ \ \ \ \ II II \ \ \ \ \ \ DECK JOISTS PER JOISTS PER PLAN BEAM PER PLAN WITH HANGER DIRECTION AS PLAN WITH HANGERS REQUIRED PER PLAN PER PLAN Drawing Title \ �AAiV�AjVA jVA jVA j/VA j/ LEDGER PER PLAN \\--BEAM STRUCTURAL DETAILS PER PLAN DECK2WALL SPACER WITHHANGER 1'-6" SQUARE BETWEEN LEDGER AND EXISTING WALL PER PLAN Drawing Number FLASHING AT EACH BOLT ,) n 10 11 12 SIO 3/4 = 1 -0 .J 3/4 = 1 -0 1-1/2" = 1 -0" 1-1/2" = 1 -0 w U Z W 0 U) w w w w HV SEE 9/S3.1 FOR Harriott Valentine Engineers Inc. CALLOUTS IN COMMON 1932 First Avenue, Suite 720 Seattle, Washington 98101-2447 tel 206 624 4760 fax 206 447 6971 www.harriottvalentine.com (2) DTT2Z 1/2"0 ALL -THREAD O °\ 0 0 V ° ° ° ° o ° ° o 0 ° ° JOISTS PER PLAN T >< JOISTS PER PLAN Vz 2x BLOCKING (1) JOIST BAY EX. WALL 1 3/4" = 1'-0" 1 3/4" = 1'-0" 2 3/4" = 1'-0" 3 SEE 9/S3.1 FOR CALLOUTS IN COMMON SEE 9/S3.1 FOR \ (2) KBS1Z - (1) EACH RESUB CALLOUTS IN COMMON 0 0 � SIDE OF BEAM 2 DTT2Z 0 0 Apr 20 2022 p CITY OF EDMONDS DEVELOPMENT SERVICES II �/2"� ALL -THREAD (2) DTT2Z HANGER PER POST CAP PER PLAN BEAM PER PLAN DEPARTMENT PLAN (4) 5/8" 0 BOLTS COUNTERSINK EACH 12 COLUMN PER PLAN 7771 LEDGER PER =-- �E: \* SIDE FOR BOLT HEADS \ 12 v �# � .� o , PLAN AND NUTS ° ° 44 KNEE BRACE (PT) ABA SERIES POST POST PER PLAN 0 o� f AP BASE (WHERE OCCURS) �O� ° o ° o ° ° ° o ----- CENTER CONDITION (2) KBS1 Z - (1) EACH SPACERS AND FLASHING BEAM PER PLAN SIDE OF POST V �AL \ LEDGER PER PER 9/S3.1 Z �I 4/19/22 JOISTS PER PLAN PLAN LCE4 CAP (2) KBS1 Z - (1) EACH KNEE -BRACE PER 7/S3.1 _ SIDE OF BEAM Todd Fisher 2x BLOCKING (1) JOIST /2"0 ALL -THREAD //// < � tel 206 413 6671 tfisher@harriottvalentine.com e BAY EACH SIDE OF COLUMN PER PLAN j\\ LEDGER POST PER PLAN 4x4 KNEE BRACE PT ( ) > \ #4 @ 14"oc VERT. Project Architect EXISTING CONC. WALL ELEVATION SECTION END CONDITION 12 12 (2) KBS1Z - (1) EACH //\\ H2D Architecture 23020 Edmonds Way, #113 Edmonds, WA98020 SIDE OF POST %\ #4 @ 10"oc HORIZ. Project 1 [(2) AT TOP OF WALL] 1-1 2„ = 1'-0" „ , „ 3 4= 1— 0 1, „ 3/4)) = — 0 � > \\ Everett Residence (deck) 0 I co \\ \\ 8721 182nd Place SW Edmonds, WA 98026 Issue Date Issue Description SLAB -ON -GRADE REMOVE SIDING AT PLAN VIEW c�R. PER 1 /S3.0 3/14/22 Permit LEDGER 4/19/22 Corrections #1 DECKING ASSEMBLY PER ARCH'L \\ (5) #4 CONT. CONTINUOUS GALV. ° FLASHING WITH DRIP (2) ROWS �/4"0 X 6" i� x X x X x X x— EDGE OVER SELF-SEALING LONG SDS SCREWS @ 12"oc P.T. STRINGER PER PLAN 18"0 PLINTH, REINF. WITH FLEXIBLE MEMBRANE (EACH ROW) (4) #4 VERT. AND TIES (COORD. WITH ARCHITECTURAL) CAULK EACH SCREW HOLE #3 x @ Yoc COLUMN PER PLAN (PRESSURE -TREATED) n °o 0000o ao ° oo° ° / \ Building Department Approval 26 P.T. PLATE WITH 5/8" 0 ANCHOR BOLTS @ 48"oc (3) #4 EACH WAY RPBZ SERIES POST BASE N DECKING PER ARCHITECTURAL N BOTTOM DRAINAGE PER ARCHITECTURAL 5° 8' 2'-3" DECK JOISTS PER JOISTS PER PLAN PLAN WITH HANGERS PER PLAN DECK2WALL SPACER ///// / / \ \\ \\ \\ \�/\/\/\/\/ /�\/� /� /� /� Drawing Title o/�%�\ \ I \�i �. \`\\'/\\\��\� \;\/z I BETWEEN LEDGER AND//\// (2)#4 CONT. STRUCTURAL DETAILS LEDGER PER PLAN FLASHING AT EACH %/` TOP & BOTTOM SDS a 1°_g° " @&1 oc 20" SQUARE EXISTING CONC. WALL TOP BOTTOM Drawing Number n 10 11 12 S11 1-1/2)) = 1 —0 J 3/4 = 1'-0" 3/4 = 1 —0 3/4 = 1'-0" w U z w 0 U) w w w w