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APPROVED BLD RESUB 2-BLD2023-0339+Deck Plan+10.2.2024_8.55.48_PM+4538429COE APPROVED ARCHITECTURAL PLAN SET COE APPROVED STRUCTURAL PLAN SET COE REVIEWED CALCULATION PACKET ENERGY CREDIT WORKSHEET SITE PLAN CIVIL PLAN Architect O z D B 10 20 30 s�I � ..� ,�. cnroF EDMONDs euaDwG DEPARTMENT zOr TAX iARCELB PLANS MUST B E , ��' N3B�1'Op'E 00595t00000)02 O N JOB SITE 2500'� 00531904100100 , \'�'iJ 00531904101800 XORRONTAL DATUM / RECORD 6 SURVEY A.G. N0. 2001052fi512fi (BA85 OF P08TON) FWND 'X IN BANS OF BEARINGS °�� Y BRABB Dg1E IN CABER CONC. A BEARING OF 55126'OOE' BETWEEN FWND MONUMENTS IN , )� .G YGIUYENT LASES IN LENiEAUNE 6 EUCLLD AVENUE / A � ?W� \ \ 1.2' DONN N87RUMENTATN)N K+�d•W INSTtUMENi UBED� B SECOND TOTN. STATON. �@. ` HWBE 'S� ?J. FlE1D SURVEY WAS BY CLOSED 1RAYERSE 100P5. MINIMUM / CLOSURE Di LOOPS WAS 1:22,000. IN ACCORDANCE WIN / 8 \ S� WAC 332-130-090. W000 DECK ? �• LEGAL DESORPTION � f�q� PARCEL 00595100000)02 -PER PEED REC. N0. 202210010005 / R'�' TA% PACCEL 00331901101 B00 F S4- 1HE NG2IHWESIERLY BB FEET OF LOT) Q PUT OF TAYLOR TRACTS, AS 4� � 1002 EUCUD AYE GOB efy PER PUT RECGtpED Ix VOLUME 12 A PUTS. PACE 91, RECGtpS 6 / EDMONDS 'b PH/ SNOHONISH CWNtt AUDITOR: BNAIE IN TIE Cltt OF EpMON05, CWNtt ]fe, \ '� \29j OF SNGIGAIBH. STATE OF WASHINGTON. PARCEL 00531909100100 -PER OEEO REC. N0. 201fi02260623 / � �Osj LOTS 1 AND 2 AND 1HE NORTIWEBLEPLY 21.14 FEET OF LOT J. ALL IH o BLOCK I1, ORIGINAL PIAT 6 NGt1H EDMONDB. ACCORDING TO TIE PIAT �s• �02, TIEREOF RECORDED IN VOLUME 2 OF PU15, PAGE ]6, RECOR05 OF A / �4/ SNGIOYISH LWNtt, WASHINGIIXI. ,d"j' TOGETHER W1H 1HE NORIHEABTERLY 25 FEET OF VALAlEO LAKE AVENUE � �� ADJACENT TO BAID PRENISEB AND, .4,8 (b FWND 'X IN TOGETHER W1H ALL TIE 10 FOOT VACATED ALLEY ADJACENT i0 BFIO �� SAYE � 2' BRABB DdE 8111AI1E N THE COUNtt Di SNGIGAIBN, BTATE a WABHINGTON. �� (�� MONUMENT�E PARCEL 00531904101800 -PER GEED REC. N0. 2020012)0562 - ` NWBE \ �OO� B 0.2' DONN LOTS 19 AND 20, TDGEIHER W1H TIE NGilHW6TERLY 18 FEET Di LOT 1B, BLOCK 11, GTGNAL PLAT OF NGt1H FDMONDB, WABHINGTGi, ALCGtGNC 10 1HE PLAT TIEREOF RECORDED IN VOLUME Y OF PLA15, � �r� ,' WOOD OECN PACEB ]5, RELGNB OF SNGIGIIBH CWNtt, WASHINCTON; (I � ' TOCETIER WTI 1HAT PGtTON OF VACAlEO EUCUD AVENUE ADJOINING / .T �� WITCH, UPp! VACATON, ATTACHED TO BAID PRWFRtt. P `-'I`%L� SITIIAIE IN THE COUNtt OF $NGIGAIBH, STA1E OF WABHINGTON. J. � / PAYER \ Subject Property INSPECTION FOR CODE COMPLIANCE APPROVED SETBACK EXHIBIT A PORTION OF THE SW 1/4 OF THE SE 1/4 OF SEC. 13, TWP. 27 N., RGE 03 E., W.M. SNOHOMISH COUNTY, STATE OF WASHINGTON \ � DRIVEWAY \ - / � LDTS �. 1 & ] 2� TAX PACCEL 0053190110D100 � 1128 EDNONDB CE N �� / '�� a 3 E_L6 = lttA65 001E ,� .B. Y� N CAbID CONC / RMLLN ]aJ, y Q22' 00'MI ' \ � ' Refer to Detall Plans ,� I ,` xousE I `. ,._,.�., � .� / NG00 ' �'�'y srues I / / 8 �L__ cuT-aT cam.) J d" N51Z6'00•W � IN DEG( � / � � rw'ar IDi) i / fC / ts.Do'� TAx PiiozLL loinsviopppo)oz EDMDNDB Survey depicts site conditions / at time of code enforcement. v � See site plan for approved deck 4 / ranoR TRacTs p i a n . LEGEND \ VOL. 12. PG. 9i / / \ �%�� 1019 GRAN B FOUND MONUMENT IN CARE / / 8A� \ \ iAk -APCG � � ROB RECORD OF SURVEY A.i. NO. 200105z85128 \ \ 005EDMONpS / WOOD FENCE (WF) / PAVERB � ,, 4 � o / WQT� \ � \ \ DECK / / � V" v i � � \ / Gerrick Office misun@gerrickoffice.com 206.369.8434 • • Chris@gerrickoffice.com 206.852.9763 Architect �o � 9620 REGISTERED �= �� q �� ARCHITE T � �b � d� Is� �� CHRISTO HE J. GERRICK 9 ff rL STATE OF WASHINGTON �� . ��. ''� DRIP lE I \i �M = W W � m V � � Q m (� W � � � �� s Nothing in the permit approval process shall be �� interpreted as allowing or permitting the maintenance �� of any currently existing illegal, nonconforming or �N $�� unpermitted building, structure or site condition which �,� �3�< is outside the scope of the permit application, regardlea z 3 �; E of whether such building, structure or condition is OW� �� `: shown on the site plan or drawing. Such building, =Z � � structure or condition may be the subject of a separate � BLD2023-0339 (1�W e _ enforcement action. RES U B Oct 03 2024 CITY OF EOMONDS DEVELOPMENT SERVICES DEPARTMENT Survey TDB �. 23587 DATE 02 OS 2024 8CALE r=aD• DE8IGAED N A DRAWFI LGK CNEGKED KMft APPROVED KMft R'�' ' �' Not to Scale (Scaled to Fit Sheet) Structural Engineer Project Project # Date Sheet 2024-08 10/2/2024 I.L. Gross Structural Engineers 23914 56th Avenue West, Ste 200 Mountlake Terrace, WA 98043-5263 2024-08 Mayberry Stair Phase Building Permit Submittal �� Mark Speidel, PE, SE marks@ilgross.com 1402 10th Place N, Edmonds, WA 98020 BLD2023-0339 425.329.4888 GENERAL STRUCTURAL NOTES ArchitE (The following apply unless shown otherwise on the plans) CRITERIA 9620 REGISTERED 1. ALL NEW MATERIALS. WORKMANSHIP. DESIGN. AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (2021 EDITION). ARCH ITE T 1. ALL NEW MATERIALS. WORKMANSHIP. DESIGN. AND CONSTRUCTION FOR NEW SCOPE OF WORKS AREAS SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (2021 EDITION). EXISTING COMPONENTS AND STRUCTURAL SYSTEMS NOT RELATED TO THE NEW SCOPE OF WORK WERE NOT ANALYZED FOR CODE COMPLIANCE. 2. DESIGN LOADING CRITERIA CHRISTO HE J. GERRICK FLAT -ROOF SNOW LOAD, PF=25PSF STATE OF WASHINGTON GROUND SNOW LOAD, P c = 25 PSF Is=1.O,Ce=1.Q CT=1.1,Cs=1.0 FLOOR LIVE LOAD (RESIDENTIAL STAIRS) 60 PSF DESIGN LOADING CRITERIA —LATERAL LOADS WIND VULT=100 MPH (3-SECOND GUST), V qSD = 78 MPH (3-SECOND GUST) per IBC 1609.3.1 ENCLOSED BUILDING, EXPOSURE "C", KZT=1.0 EARTHQUAKE RISK CATEGORY 2, IE =1.0 Ss =1.29 , S� = 0.45, SITE CLASS = D (ASSUMED), SDs =1.04, SDi = 0.56, SDC = D, DESIGN LOADING CRITERIA —DEAD LOADS EXISTING CONCRETE STAIRS 75 PSF NEW STAIR OVERFRAMING 7 PSF SEE PLANS FOR ADDITIONAL LOADING CRITERIA 3. 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 FIELD VERIFIED BY THE CONTRACTOR OR THE CONTRACTOR'S SUBCONTRACTOR. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE WORK. 5. CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ONLY ON SHOP DRAWINGS WILL NOT SATISFY THIS REQUIREMENT. INSPECTIONS 6. INSPECTION: CONCRETE CONSTRUCTION: , EXPANSION BOLTS AND THREADED CONCRETE SCREWS (PERIODIC), DRILLED AND EPDXIED BOLTS AND ANCHORS (CONTINUOUS), SHALL BE SUPERVISED IN ACCORDANCE WITH SECTION 110, SECTION 1704, AND SECTION 1708 OF THE INTERNATIONAL BUILDING CODE AND THE PROJECT SPECIFICATIONS BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE ARCHITECT. THE ARCHITECT AND STRUCTURAL ENGINEER SHALL BE FURNISHED WITH COPIES OF ALL INSPECTION REPORTS AND TEST RESULTS. GEOTECHNICAL 7. FOUNDATION AND SLAB NOTES: SUB -GRADE PREPARATION INCLUDING DRAINAGE, EXCAVATION, COMPACTION, AND FILLING REQUIREMENTS, SHALL CONFORM STRICTLY WITH RECOMMENDATIONS GIVEN BY THE INDIVIDUAL TESTING AGENCY OR LOCAL BUILDING OFFICIAL AT THE TIME OF EXCAVATION. FOOTINGS SHALL BEAR ON SOLID UNDISTURBED EARTH (CONTROLLED, COMPACTED STRUCTURAL FILL OR BOTH) AT LEAST 12" BELOW LOWEST ADJACENT FINISHED GRADE. FOOTING DEPTHS/ELEVATIONS SHOWN ON PLANS (OR IN DETAILS) ARE MINIMUM AND FOR GUIDANCE ONLY. THE ACTUAL ELEVATIONS OF FOOTINGS MUST BE ESTABLISHED BY THE CONTRACTOR IN THE FIELD WORKING WITH THE TESTING LAB OR BUILDING INSPECTOR. BACKFILL BEHIND ALL RETAINING WALLS WITH FREE DRAINING GRANULAR FILL AND PROVIDE FOR SUBSURFACE DRAINAGE. ALLOWABLE SOIL PRESSURE 1500 PSF (ASSUMED) LATERAL EARTH PRESSURE (RESTRAINED/UNRESTRAINED) 55 PCF/35 PCF (ASSUMED) PASSIVE EARTH PRESSURE 250 PCF (ASSUMED) COEFFICIENT OF FRICTION 0.35 (ASSUMED) REMODELING 8. 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. 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. 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. 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, THREADED BARS INTO THREADED EXPANSION INSERTS IN EXISTING CONCRETE SHALL BE PROVIDED TO MATCH HORIZONTAL OR VERTICAL REINFORCING, UNLESS OTHERWISE NOTED ON PLANS. RESUB Oct 03 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT General Notes Scale: Architect Structural Engineer ProjE Project # Date Sheet 2024-08 10/2/2024 Gerrick Office I.L. Gross Structural Engineers misun@gerrickoffice.com 23914 56th Avenue West, Ste 200 206.369.8434 Mountlake Terrace, WA 98043-5263 Phase 2024-08 Mayberry Stair Building Permit Submittal �� Chris@gerrickoffice.com • • Mark Speidel, PE, SE • 206.852.9763 marks@ilgross.com 1402 10th Place N, Edmonds, WA 98020 BLD2023-0339 425.329.4888 ArchitE CONCRETE 9. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH IBC SECTION 1905 AND ACI 301. CONCRETE SHALL ATTAIN A 28 -DAY STRENGTH OF F'� = 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 6" OR LESS. 96ZO REGISTERED 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 BUILDING DEPARTMENT FOR APPROVAL TWO WEEKS PRIOR TO PLACING ANY CONCRETE. THE CONCRETE ARCH ITE T 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 ACI 318 SECTION 5.3. 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 C260-06, C494M-OSA, C618-O5, C989-06, AND C1017M-07. TOTAL AIR CONTENT SHALL BE IN ACCORDANCE WITH ACI 318 TABLE 4.4.1. 10. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT S1), GRADE 60, F r = 60,000 PSI. EXCEPTION: ANY BARS SPECIFICALLY NOTED ON THE DRAWINGS AS "GRADE 40", FY = 40,000 PSI. GRADE 60 REINFORCING BARS INDICATED ON DRAWINGS TO BE WELDED SHALL CONFORM TO CH RI STO H E J. G ERR ICK ASTM A706. REINFORCING COMPLYING WITH ASTM A615(S1) MAY BE WELDED ONLY IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES SPECIFIED IN A.W.S. D1.4 ARE SUBMITTED. STATE OF WASH INGTON 11. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE WITH ACI SP-66 (04) DETAILING MANUAL AND THE LATEST EDITION OF ACI 318. LAP ALL CONTINUOUS REINFORCEMENT 30 BAR DIAMETERS OR 2' -0" MINIMUM. PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS. LAP CORNER BARS 30 BAR DIAMETERS OR 2' -0" MINIMUM. 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. 12. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: FOOTINGS AND OTHER UNFORMED SURFACES, EARTH FACE 3" FORMED SURFACES EXPOSED TO EARTH (I.E. WALLS BELOW GROUND) OR WEATHER (#5 BARS OR SMALLER) 11/2" SLABS AND WALLS (INTERIOR FACE) 3/4" 13. 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. 14. EPDXY -GROUTED ITEMS SPECIFIED ON THE DRAWINGS SHALL BE GROUTED WITH HIT -RE 500 V3 ADHESIVE ANCHOR SYSTEMS AS MANUFACTURED BY HILTI, INC., SIMPSON SET-3G AS MANUFACTURED BY SIMPSON STRONG -TIE, OR AN ENGINEER APPROVED ALTERNATE THAT HAS I.C.0 TEST DATA FOR THEIR SPECIFIC PRODUCT AND APPLICATION. INSTALL IN STRICT ACCORDANCE WITH I.C.0 REPORTS FOR SPECIFIC EPDXY UNLESS NOTED OTHERWISE ON THE STRUCTURAL DRAWINGS. HOLE SIZE SHALL BE 1/8" LARGER THAN BAR, ROD OR BOLT SIZE. NOTE: NO WELDING IS TO TAKE PLACE WITHIN 24 " OF HARDENED EPDXY. 15. EXPANSION BOLTS INTO CONCRETE SHALL BE KWIK BOLT TZ WEDGE ANCHORS AS MANUFACTURED BY HILTI, INC OR STRONG BOLT 2 WEDGE ANCHORS AS MANUFACTURED BY SIMPSON STRONG -TIE, OR AN APPROVED EQUAL INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS, INCLUDING MINIMUM EMBEDMENT REQUIREMENTS. SPECIAL INSPECTION IS REQUIRED FOR ALL EXPANSION BOLT AND INSERT INSTALLATION. ANCHORS SHALL HAVE A CURRENT ICC REPORT. 16. FRAMING LUMBER SHALL BE KILN DRIED, AND GRADED AND MARKED IN CONFORMANCE WITH W.C.L.B. STANDARD GRADING RULES FOR WEST COAST LUMBER N0.17, LATEST EDITION. FURNISH TO THE FOLLOWING MINIMUM STANDARDS, UNLESS OTHERWISE NOTED ON THE PLANS JOISTS: (2 X MEMBERS) DOUG FIR #2 MINIMUM BASIC DESIGN STRESS, Fb = 900 PSI FRAMING MEMBERS NOTED AS PRESSURE TREATED (PTl (LEDGERS, STUDS, POSTS, JOISTS &BEAMS) HEM FIR #2 MINIMUM BASIC DESIGN STRESS, Fb = 850 PSI 17. PLYWOOD AND OSB SHEATHING SHALL BE GRADE C-D, EXTERIOR GLUE OR STRUCTURAL II, EXTERIOR GLUE IN CONFORMANCE WITH DOC PS1 and DOC PS2. SEE PLANS FOR THICKNESS, PANEL IDENTIFICATION INDEX AND NAILING REQUIREMENTS 18. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN DIRECT CONTACT WITH SOIL SHALL BE PRESSURE -TREATED WITH ALKALINE COPPER QUATERNARY (ACQ). ALL WOOD MEMBERS (INCLUDING PLATES) IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE -TREATED WITH SODIUM BORATE (SBX). ALL METAL CONNECTORS IN CONTACT WITH "ACQ" PRESSURE -TREATED LUMBER SHALL BE TYPE 304 OR 316 STAINLESS STEEL. THIS INCLUDES WASHERS, SCREWS, NAILS, HANGERS, AND ANY OTHER MISCELLANEOUS LT. GAGE METAL CONNECTORS. WHERE ACQ LUMBER IS USED IN INTERIOR CONIDITIONS, G185 ("HOT -DIP" GALVANIZED TO 1.85 OUNCES PER SQUARE FOOT) METAL CONNECTORS MAY BE USED IN LIEU OF STAINLESS STEEL. METAL CONNECTORS 1/2" THICK OR GREATER NEED NOT BE GALVANIZED FOR INTERIOR USE. METAL CONNECTORS 1/2" THICK PLUS ARE TO BE GALVANIZED FOR EXTERIOR USE, UNLESS SPECIFIED OTHERWISE BY THE ARCHITECT. 19. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG NO.C-2024. 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. UNLESS NOTED OTHERWISE, ALL NAILS SHALL BE COMMON. ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. RESUB Oct 03 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT General Notes Scale: Architect Structural Engineer ProjE Project # Date Sheet 2024-08 10/2/2024 Gerrick Office I.L. Gross Structural Engineers misun@gerrickoffice.com 206.369.8434 23914 56th Avenue West, Ste 200 Mountlake Terrace, WA 98043-5263 2024-08 Mayberry Stair Phase Building Permit Submittal �� Chris@gerrickoffice.com Mark Speidel, PE, SE 206.852.9763 marks@ilgross.com 1402 10th Place N, Edmonds, WA 98020 BLD2023-0339 425.329.4888 Architect Gerrick Office misun@gerrickoffice.com 206.369.8434 • • Chris@gerrickoffice.com 206.852.9763 a o a (E) Driveway Structural Engineer I.L. Gross Structural Engineers 23914 56th Avenue West, Ste 200 Mountlake Terrace, WA 98043-5263 Mark Speidel, PE, SE marks@ilgross.com 425.329.4888 A I B I � I I � I I � I I � � , I � I I �l I I I �6" above grade. (E) Garage ArchitE 9620 REGISTERED ARCHITE T �� CHRISTO HE J. GERRICK STATE OF WASHINGTON True Project RESUB North North oct os zoza CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT o- 2—, 8, Existing Stair Plan Scale: 1/4" =1'-0" ProjE Project # 2024-08 Phase 2024-08 Mayberry Stair Building Permit Submittal 1402 10th Place N, Edmonds, WA 98020 BLD2023-0339 Date Sheet 10/2/2024 A2 Architect G.O. Gerrick Office misun@gerrickoffice.com 206.369.8434 Chris@gerrickoffice.com 206.852.9763 i Structural Engineer (E) Driveway 15'-3" \ Outline of (E) conc. stair below i i i 1 - �. 3 < �� A 1 I A3.00 I II III I I I. I � 9'-0" ��^ I x � I i' I ,� I I I I I 4 I I I III _ � I I I I I A3.00 q �� ,�� i i —I—I+ � Y +0 1 1 1 2 3 4 1 5 grade I I I I I O I I I I I �- A300 Q � I �6T@12"/7R@7" � I I I III I I I 2 - `� x I I I Footing for j siding support ____� r I framing, typ. 8 locations. () I I i Continuous handrail at 36" I Wood 1-1/2" dia. max. Ends returned into posts. Edge of (E) — I I lower deck I I I I I I 22'-8" (E) Street Setback per PLN2024-0022 i I I I 18'-8" I I \ I I 19'-0" I I I I B I V I �I �' � I of �i I I 3'-0" min. landing II , I II 6 +49" landing Il u -�E- u u II II II II II II II I II I I 4i_On I � I/ Eck Encroachment Limit Il J Street Setback Variance I I li �\ � — ---------L---------L---------J--- I I 4'-0" I I I Setback Encroachment Limit Variance I I.L. Gross Structural Engineers 23914 56th Avenue West, Ste 200 Mountlake Terrace, WA 98043-5263 Mark Speidel, PE, SE marks@ilgross.com 425.329.4888 (E) Garage Edge of (E) upper deck (E) doors Edge of (E) upper deck (E) Tree � N True Project North North 2024-08 Mayberry Stair 1402 10th Place N, Edmonds, WA 98020 �L 0" 2' 4' 8' Project # Date 2024-08 10/2/2024 Phase Building Permit Submittal BLD2023-0339 ArchitE 9620 REGISTERED /n/ ARCHITE T �/ CHRISTO HE J. GERRICK STATE OF WASHINGTON RESUB Oct 03 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Proposed Stair Plan Scale: 1/4" =1'-0" Sheet A2.10 Wood 2x gu+ frame at 36" rod infill. Ma: Continuous handrail at 3 4x4 support post, typ. onc. Stair West Elevation Scale: 1/4" =1'-0" Grippable handrail required. Construct to IRC R 311.7.8 Stair South Elevation Scale: 1/4" =1'-0" C � � U E� ��- U U f0 f0 (0 > �_ � V � � E 1 I I I (E) concrete stair I I I I (N) stair profile I I Specifications: � I TIF - I I 1'-OR I Material Basis of Design: All exposed to view wood decking and siding to be I I Western Red Cedar or approved equal. Installation to comply with Western --f — j �-- — --�-- Finish I I Red Cedar Lumber Association Guidelines. Siding orientation and exposure I I to match existing house siding. grade I I � I I I R301.5 Live Load - _ � _ Table R301.5 Minimum Uniformly Distributed Live Loads -_ I _ ��— Guards - 200 Ib Concentrated Load II I II II� I I I=1 I I=�1 I I� I I I I I I 1=1 I�I� III Guard in -fill components: 50 Ib Concentrated Load Handrail - 200 Ib Concentrated Load � Stair Section Scale: 1/4" =1'-0" Stair North Elevation Scale: 1/4" =1'-0" U = U � E � � � V �� v � � � � � \ N O w � N � w A8.00 Q � Area of stair M� E � above 30" fi shown � shaded �� _ LEV_ EL 02 � 104'-1" qr N LEVEL 01 � 100'-0" god 2x guardrail re at 36" with 1/4" I infill. Max. 4" gap. =VE� 104'-1" EVE 100'-0" Architect Structural Engineer ProjE Project # Date 2024-08 10/2/2024 Gerrick Office I.L. Gross Structural Engineers misun@gerrickoffice.com 23914 56th Avenue West, Ste 200 206.369.8434 Mountlake Terrace, WA 98043-5263 Phase Chris@gerrickoffice.com 2024-08 Mayberry Stair Building Permit Submittal • • Mark Speidel, PE, SE 206.852.9763 marks@ilgross.com 1402 10th Place N, Edmonds, WA 98020 BLD2023-0339 425.329.4888 Archite 9620 REGISTERED ARCHITE T �� CHRISTO HE J. GERRICK STATE OF WASHINGTON RESUB Oct 03 2024 ciry of Eornorvos � � �^ P� EM SERVICES Elevations anWpRTMENT Section Scale: 1/4" =1'-0" Sheet A3.00 PT 2x4 joists at o.c. Rip to fit sty height, or flat fry as req'd. Vertical PT 2x4 supports at 24" o.c. behind stair nosing, typ. PT 2x4 at nose each stair tread PT 2x4 runners 1/4" dia. Titen concrete screw. 24" o.c. at each Ctnir Crnrr�inn Cn�tinn Scale: 1/2" =1'-0" Architect G.O. Gerrick Office misun@gerrickoffice.com 206.369.8434 Chris@gerrickoffice.com 206.852.9763 Structural Engineer I.L. Gross Structural Engineers 23914 56th Avenue West, Ste 200 Mountlake Terrace, WA 98043-5263 Mark Speidel, PE, SE marks@ilgross.com 425.329.4888 Wood handrail and support bracket attached to post, typ. Mounting height per plan. Guardrail frame beyond and metal rod infill. Height and infill spacing per plan. 2x Wood guardrail perimeter frame with post beyond per plan. At railing posts provide (2) RPBZ post bases with CPS standoff (or sim.) and (4) 3/8" dia. anchor bolts set in Simpson Set-3G Epoxy with 3.5" embedment. 5/4 wood trim board along top edge of stair profile and deck. PT 2x wood nailer, adjust size as required for rise/run per plans. Fasten to (E) concrete stair with 1/4" Titen concrete screws at 24" o.c. with min.1-1/2" embedment, typ. (E) Concrete stair PT 2x4 with 1/4" Titen concrete screw at 24" o.c. 1x wood siding, typ. attached to PT stud framing. 1/2" expansion bolt at post base with min. 3.5" embedment. Simpson ABA or sim. Concrete footing locations per plan. ,� Stair Detail Section Scale: 11/2" =1'-0" ArchitE 9620 REGISTERED ARCHITE T �� CHRISTO HE J. GERRICK STATE OF WASHINGTON RESUB Oct 03 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Exterior Details Scale: As indicated Project Project # Date Sheet 2024-08 10/2/2024 Phase 2024-08 Mayberry Stair Building Permit Submittal • 1402 10th Place N, Edmonds, WA 98020 BLD2023-0339