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APPROVED BLD BLD2023-1243+Architectural_Plan+10.5.2023_10.30.13_AM+3823348APPROVED PLANS MUST BE ON JOB SITE ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE r._._._._._._._._._._.� Hardware and fasteners in contact with preservative -treated wood shall be of hot -dipped zinc galvanized steel, stainless steel, silicon bronze or copper. In the absence of manufacturer's recommendations a minimum of ASTM A 653 type G185 zinc -coated galvanized steel, or equivalent, shall be used. IRC R317.3.1 IBC 2304.10.5.1 ' --------------------- Decking & Railing Plan Decking: Deckorators Voyage Composite Main - Mesa Border and Fascia - Khaya installed per manufacturers specifications Railings: Trex Signature Aluminum Black with square balusters installed per manufacturers specifications City Of Edmonds Building Department Work DECK Address 823 ALDER ST Owner ROGERS Approved Date 10/10/2023 Building Official IEri & Carter Permit Number BLD2023-1243 Scale: 1/4" = V-0" 0 U 0 U Z Cn � — Y Vw wJ J .J JI a , O U 00 z o CD CEO CVLO C o •• C: O r` (D E a_w v O 400 a 0 o 4 � cn Q � N z Q x¢� vi M O C -a o w CG w w U� Q 7� a a � DATE: 9/20/2023 FILE NUMBER: 1586 SHEET NUMBER A.1 0 )unj 0 U Cn Frame an� .p JI al o0 E � U z C, 6' a Q Q (O o CD CEO U CV C O L, E E:- LC) � O � U � E Y LE, M M I I ca 00 6� Y .1 DTTlz 2x8 P.T. Ledger V M p 2/ x x L. N E Flashing above and below ledger. o C0 w x x ti LUS28 Joist hanger at each joist connection to ledger. x 5' N 5/ (4) DTT1z lateral restraints attaching ledger. w 4x8 P.T. Beam 11 48 P.T. Beam ~ 7Z Provide solid blockingbetween joists over support beams. w a 1 PP All wood in contact with concrete to be pressure treated. O (D 4,_7„ C(D I RECEIVED Oct 05 2023 Fasteners or reservative-treated and CITY EERVI p DECITY SERVICES fire -retardant -treated wood shall be of DEPARTMENT hot -dipped zinc -coated galvanized steel, stainless steel, silicon bronze or copper, DATEoe : coating weights for zinc -coated fasteners shall 9/20/2023 7 ' 2 6 be in accordance with ASTM A153. IRC R317.3 FILE NUMBER: 1586 SHEET NUMBER: Scale: 1/4" = V-0" A.2 0 )Unj 0 U 1� cn W Foundation an � JI � JI al o � U z C, 6' a � I Q Q �O o0 o 00 U N C O L0 E C Lf) C O U E O � � O a , Colo, o C�; Y 0 Concrete footings will have two #4 rebar each way a 00 'C5 3" " above the bottom of the footing. w 6' 4 / All footings to rest on undisturbed soil. 1500 p.s.f. assumed soil bearing capacity and shall be field verified. o w LF,12" x 12" x 12" Concrete Footing a a p RECEIVE Oct 05 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DATE: 9/20/2023 FILE NUMBER: 1586 SHEET NUMBER: Scale: 1/4" = 1'-0" A.3 0 )Unj 0 U 1� Cn W ou eva ion � JI � JI al o � U z C, 6' a I Q Q �O o0 o 00 U CV C O — L0 E C - Lf) C O U E O a (El � Y 4- [n ✓ Sr V Z W � ..i a V M C) O 'C O W CG w O tz 4- F- cC >a a W 36" min. rail height 36" min. rail height No more than a 4" 3 No more than a 4" sphere shall pass sphere shall pass RECEIVE between balusters 3 between balusters Oct 05 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DATE 3'-5" 9/20/2023 FILE NUMBER: 1586 SHEET NUMBER: Scale: 1/4" = 1'-0" A,4 0 )Unj 0 U (n Was es � JI evationEl eva ion a 00 � U z C, 6' a I Q Q �O o0 o 00 U N C O � _ E C - LC) C: O U E 00 .U. O � � O O o C C% Q Y 4. N CU W a N M bA 00 O W _ 36" min. rail height 36 min. rail height _ _ _ —_ _ _ _ No more than a 4" J w O No more than a 4" _ = sphere shall pass � a sphere shall pass - _ _ _ _ _ - between balusters a w between balusters — — 3' 3, -LL RECEIVED - EM I � Oct 05 2023 CITY OF EDMONDS PO t to Beam: DEVELOPMENT DEPARTMENRVICES BC4z SU )port Post:DATE: 4x4 P.T. 9/20/2023 Post Base FILE NUMBER 1586 2 s 4 i Concrete Footin S.2 S.2 S.2 S,2 SHEET NUMBER: Scale: 1/4" = V-0" A.5 General Construction Notes TYPICAL UNLESS OTHERWISE SHOUN ON PLANs ALL MATERIALS AND WORKMANSHIP DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE DRAWING SPECIFICATIONS, THE INTERNATIONAL BUILDING CODE, (2018 EDITION). Design Criteria ROOF LIVE LOAD. 30 PSF & 35 PSF FOR S.R GROUND SNOW LOAD 25 PSF FLOOR LIVE LOAD (RESIDENTIAL) 40 PSF FROST LINE DEPTH 12 INCHES FLOOR LIVE LOAD (DECK) 60 PSF WINTER DESIGN TEMP. 22 DEG. F. STAIR & CORRIDOR LIVE LOAD 100 PSF AIR FREEZING INDEX 170 MECHANICAL UNITS WEIGHTS FURNISHED BY MFGR MEAN ANNUAL TEMP. 51 DEG. F. WIND 100 MPH 3-8ec. gust, EXPOSURES' EARTHQUAKE SEISMIC DESIGN CATEGORY D2 ALLOWABLE SOIL PRESSURE 2000 PS (NATURAL SOILS OR COMPACTED) SEE PLANS FOR ADD. LOADING CRITERIA. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILTY AND SHALL NOTIFY THE ARCHITECT AND STRUCTURAL ENGINEER, OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION SO HE MAY MAKE PROPER REVISIONS TO THE WORK 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. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AND SHORING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED SAFTEY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES REQUIRED TO PERFORM HIS WORK CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND THE STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER. ALL STRUCTURAL SYSTEMS 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 BY THE SUPPLIER. SHOP DRAWINGS FOR STRUCTURAL STEEL, GLUED LAMINATED MEMBERS, OPEN WEB WOOD TRUSSES, AND PLYWOOD WEB JOISTS SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW TWO WEEKS PRIOR TO FABRICATION OF THESE ITEMS. SHOP DRAWINGS REVIEW: DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE ENGINEER OF RECORD, AND THEREFORE MUST BE VERIFIED BY THE CONTRACTOR. CONTRACTOR SHALL REVIEW AND STAMP DRAWINGS PRIOR TO REVIEW BY ENGINEER OF RECORD. SUBMISSIONS SHALL INCLUDE A REPRODUCIBLE AND ONE COPY+ REPRODUCIBLE WILL BE MARKED AND RETURNED. SHOP DRAWINGS SUBMITTALS PROCESSED BYTHE ENGINEER ARE NOT CHANGE ORDERS. THE PURPOSE OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR IS TO DEMONSTRATE TO THE ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE DESIGN CONCEPT, THAT HE DEMONSTRATES HIS UNDERSTANDING BY INDICATING WHICH MATERIAL HE INTENDS TO FURNISH AND INSTALL AND BY DETAILING THE FABRICATION AND INSTALLATION METHODS HE INTENDS TO USE. IF DEVIATIONS, DISCREPANCIES, OR CONFLICTS BETWEEN SHOP DRAWING SUBMITTALS AND THE CONTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AFTER SHOP DRAWING SUBMITTALS ARE PROCESSED BY THE ENGINEER, THE DESIGN DRAWINGS AND SPECIFICATONS SHALL CONTROL AND SHALL BE FOLLOWED. SHOP DRAWINGS OF DESIGN BUILD COMPONENTS INCLUDING STAIRS, AND EXTERIOR CLADDING SHALL INCLUDE THE DESIGNING PROFESSIONAL ENGINEER'S STAMP, STATE OF WASHINGTON, AND SHALL BE APPROVED BY THE COMPONENT DESIGNER PRIOR TO CURSORY REVIEW BY THE ENGINEER OF RECORD FOR LOADS IMPOSED ON THE BASIC STRUCTURE. THE COMPONENT DESIGNER IS RESPONSIBLE FOR CODE COMFORMANCE AN ALL NECESSARY CONNECTOINS NOT SPECIFICALLY CALLED OUT ON ARCHITECTURAL OR STRUCTURAL DRAWINGS. SHOP DRAWINGS SHALL INDICATE MAGNITUDE AND DIRECTION OF ALL LOADS IMPOSED ON BASIC STRUCTURE. DESIGN CALCULATIONS SHALL BE MADE AVAILABLE UPON REQUEST. Site Work UNLESS A SOILS INVESTIGATION REPORT BY A LICENSED SOILS ENGINEER IS PROVIDED, THE FOUNDATION DESIGN IS BASED UPON AN ASSUMED AVERAGE SOIL BEARING CAPACITY OF 2,000 PSF. EXTERIOR FOOTINGS SHALL BEAR 1'-6- MINIMUM BELOW FINISHED GRADE. ALL FOOTINGS TO BEAR ON FIRM, UNDISTURBED EARTH BELOW ORGANIC SURFACE SOILS. BACK FILL MATERIAL SHALL BE THOROUGHLY COMPACTED. FOUNDATION VENTS SHALL NOT INTERFERE WITH DIRECT LOAD PATH OF COLUMNS. ALLOWABLE SOIL PRESSURE 1500 PSF Plywood ALL PLYWOOD WALL AND ROOF SHEATHING SHALL BE %' COX, UNLESS NOTED OTHERWISE. MINIMUM NAILING SHALL BE 8d @ 6" O.C. AT PANEL EDGES AND 12' O.C. IN FIELD. SPAN INDEX SHALL BE 24/0. ALL PLYWOOD FLOOR SHEATHING SHALL BE 3/4' COX TONGUE & GROOVE UNLESS NOTED OTHERWISE. MINIMUM NAILING SHALL BE 10d @ 6° O.C. PANEL EDGES AND 12' O.C. IN FIELD. SPAN INDEX SHALL BE 40/20. STAGGER ALL PANEL EDGES AT ROOF AND FLOOR SHEATHING. ORIENTED STRAND BOARD (O.S.B.) SHEATHING PRODUCTS OF EQUIVALENT SPAN RATINGS SHALL BE ALLOWED. PLYWOOD ROOF AND FLOOR SHEATHING UNLESS OTHERWISE NOTED ON PLANS SHALL BE LAID UP WITH FACE GRAIN PERPENDICULAR TO SUPPORTS AND NAILED WITH 8d NAILS 6' oc. TO FRAMED PANEL EDGES AND OVER STUD WALLS SHOUN ON PLANS AND @ 12' O.C. (10" O.C. AT FLOORS TO INTERMEDIATE SUPPORTS. PROVIDE SOLD BLOCKING AT LINES OF SUPPORT AT FLOORS. TOENAIL BLOCKING TO SUPPORTS WITH 16d NAILS @ 12' O.C. UNLESS OTHERWISE NOTED IN THE SHEARWALL SCHEDULE. PLYWOOD WALL SHEATHING SHALL HAVE SOLID BLOCKING AT ALL EDGES. Concrete CONCRETE SHALL ATTAIN A 28 DAY STRENGTH OF Vc - 3000 PSI AND MIX SHALL CONTAIN NOT LESS THAN 5 SACKS OF CEMENT PER CUBIC YARD AND NO MORE THAN 6 GALLONS OF WATER PER SACK OF CEMENT. MINIMUM CLASS AND USE F'C SLUMP SACKS/C.Y. A. FOOTINGS 2500 3-4 5-1/2 B. SLABS ON GRADE 2500 3-4 5-1/2 1. AIR ENTRAINING AGENT (3%TO 6%) TO BE USED IN ALL CONCRETE FLAT WORK EXPOSED TO WEATHER 2. POSSOLITH 300 SERIES (4 oz. PER 100* OF CEMENT) TO BE USED IN ALL CONCRETE. 3. MIX MAY BE DESIGNED IN ACCORDANCE WITH THE PROVISIONS OF THE IBC/IRC. 4. WATER TO CEMENT RATIO PER THE IBC/IRC. ALL CONCRETE EXPOSED TO WEATHER SHALL BE AIR -ENTRAINED WITH AN AIR - ENTRAINING AGENT CONFORMING TO IRC. THE AMOUNT SHALL BE 4%+ 1% BY VOLUME REINFORCING STEEL SHALL CONFORM TO ASTM A615, (INCLUDING SUPPLEMENT SI) GRADE 60, Fy- 40,000 PSI. EXCEPTION: COLUMN TIES, BEAM STIRRUPS, BARS TO BE FEILD BENT, BARS TO BE WELDED AND ANY OTHER BARS SPECIFICALLY SO NOTED ON THE DRAWINGS SHALL BE GRADE 40 ty- 40,000 PSI REINFORCING COMPLYING WITH ASTM A615 (SI) MAY BE WELDED ONLY IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES SPECIFIED IN AWS. D1.4 ARE SUBMITTED. NO REINFORCING SHALL BE WETSET UNLESS SPECIFICALLY SO DETAILED. WELDED WIRE MESH SHALL CONFORM TO ASTM A-185. PRESTRESSING STRANDS SHALL BE 12' ROUND 270 KS1 SEVEN WIRE UNCOATED STRESS RELIEVED STRAND CONFORMING ASTM A-415 (270 KSI). REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE WITH ACI 315-80 AND 318-83. LAP ALL CONTINUOUS REINFORCEMENT 30 BAR DIAMETERS (2'-0' MIN). PROVIDE CORNER BARS AT ALL WALL INTERSECTIONS. LAP CORNER BARS 30 BAR DIAMETERS (2'-0' MIN.). LAP ADJECENT MATS OF WELDED WIRE FABRIC ONE FULL MESH (MIN. 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. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS FOOTINGS AND OTHER UNFORMED SURFACES, EARTH FACE 3- FORMED SURFACES EXPOSED TO EARTH (Le. WALLS BELOW GROUND) OR WEATHER (#6 BARS OR LARGER) 2' (#5 BARS OR SMALLER) 11/2' COLUMN TIES OR SPIRAL AND BEAM STIRRUPS 11/2' SLABS AND WALLS (INTERIOR FACE) 3/4- 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. NON -GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURE'S PUBLISHED RECOMMENDATIONS. STRUCTURAL STEEL DESIGN, FABRICATION, AND ERECTION SHALL BE BASED ON THE AISC "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL BUILDINGS, LATEST EDITION, PLUS ALL REFERENCED CODES. STRUCTURAL STEEL INCLUDING PLATES, AND ROLLED SHAPES, SHALL CONFORM TO AST A36, Fy = 36 KSI STEEL PIPE SHALL CONFORM TO ASTM A-53, TYPE E, OR S, GRADE B, Fy = 35 KSI STRUCTURAL TUBING SHALL CONFORM TO ASTM A500, Fy = 46 KSM BOLTS SHALL CONFORM TO ASTM A307 EXPANSION SHALL BE'PARABOLTOR APPROVED EQUAL INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURE'S PUBLISHED RECOMMENDATION. ALL WELDING SHALL BE IN CONFORMANCE WITH A.ISC. AND AWS. STANDARDS AND SHALL BE PERFORMED BY W.A.B.O, CERTIFIED WELDERS USING E70XX ELETRODES. ONLY PREQUALIFIED WELDS (AS DEFINED BY AWS) SHALL BE USED. WELDING OF GRADE 40 REINFORCING BARS (IF REQUIRED) SHALL BE PERFORMED USING E70XX ELETRODES. WELDING WITHIN 4' OF COLD BENDS IN REINFORCING STEEL IS NOT PERMITTED. SEE REINFORCING NOTE FOR MATERIAL REQUIREMENTS OF WELDED BARS. Wood / Lumber ALL WOOD PLATES AND BLOCKING IN DIRECT CONTACT WITH CONCRETE OR MASONARY SHALL BE PRESSURE -TREATED WITH AN AWPA. APPROVED PRESERVATIVE. PROVIDE 2 LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER BETWEEN UNTREATED LEDGERS, BLOCKING, ETC. AND CONCRETE OR MASONARY. FRAMING LUMBER SHALL BE KILN DRIED OR MC-15, AND GRADED AND MARKED IN CONFORMANCE WITH W.CL.B. STANDARD GRADING RULES FOR WEST COAST LUMBER NO. 16, LATEST EDITION. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: JOISTS (2x MEMBERS) HEM FIR NO. 2 BEAMS AND STRINGERS DOUGLAS FIR NO. 2 POSTS AND TIMBERS DOUGLAS FIR NO. I STUDS, PLATES AND MISC. LIGHT FRAMING DOUGLAS FIR NO. 1 OR HEM FIR STAND. GRADE. TOP AND BOTTOM PLATES AT BEARING WALLS DOUGLAS FIR NO. I OR HEM FIR CONSTRUCTION GRADE. BOLTED STUDS, LEDGERS AND PLATES DOUGLAS FIR STANDARD GRADE, 2x6 STUDS AND PLATES HEM FIR NO. 3 (STUD GRADE) ERG STUDS OVER SO FT. TALL DOUGLAS FIR NO. 2 GLUE LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH I.B.C. STANDARDS NO. 25-10 AND 2511. EACH MEMBER SHALL BEAR AN AITC IDENTIFICATION MARK AND SHALL BE ACCOMPANIED BY AN AITE CERTIFICATION OF CONFORMANCE. ALL SIMPLE SPAN BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F-V4, Fb = 2400 PSI, FV= 165 PSI. ALL CANTILEVER BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F-V8, Fb= 2400 PSI, F- 165 PSI. CAMBER ALL GLULAM ROOF BEAMS TO 2000 RADIUS UNLESS OTHERWISE SHOUN ON THE PLANS. LAMINATED VENEER LUMBER SHALL BE FABRICATED IN CONFORMANCE WITH REPORT NO. NER-126. EACH MEMBER SHALL BEAR AN IDENTIFICATION MARK ALL BEAMS SHALL BE WESTERN SPECIES, GRADE 18E, Fb= 2600 PSI, FV= 285 PSI. PARALLEL STRAND LUMBER SHALL BE FABRICATED IN CONFORMANCE WITH REPORT NO. NER-292 EACH MEMBER SHALL BEAR AN IDENTIFICATION MARK ALL BEAMS SHALL BE DOUGLAS FIR GRADE AN IDENTIFICATION 2.OE, Fb= 2900 PSI, FV= 210 PSI Typical Wood Framing Details THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS. AT SAWN TIMBER JOIST AREAS: PROVIDE CROSS -BRIDGING AT 8'-O' oc. MAXIMUM SPACING AND SOLID BLOCKING AT BEARING POINTS. PROVIDE DOUBLE JOISTS UNDER ALL PARTITIONS. PROVIDE DOUBLE JOISTS EACH SIDE OF OPENINGS UNLESS DETAILED OTHERWISE. PROVIDE DOUBLE JOIST UNDER ALL PARALLEL PARTITIONS THAT EXTEND MORE THAN HALF THE JOIST LENGTH AND DOUBLE JOIST HEADERS AND DOUBLE JOISTS EACH SIDE OF ALL OPENINGS IN FLOORS AND ROOFS UNLESS DETAILED OTHERWISE. COORDINATE SIZE AND LOCATION OF ALL OPENINGS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. PROVIDE ONE 2x8 HEADER OVER AND DOUBLE STUDS EACH SIDE OF ALL OPENINGS IN STUD BEARING WALLS NOT DETAILED OTHERWISE. PROVIDE SOLID BLOCKING FOR WOOD COLUMNS AND MULTIPLE STUD POSTS THROUGH FLOORS TO SUPPORTS BELOW. PROVIDE CONTINUOUS SOLID BLOCKING AT MID POINT OF ALL STUDS OVER 10' IN HEIGHT. TOENAIL JOISTS TO SUPPORTS WITH 2-16d NAILS. ATTACH ALL BEAMS AT THE ROOF EXCEEDING "'IN LENGTH TO SUPPORTS WITH U.S.P. KST29 STRAP EACH END. WALL FRAMING ALL STUD WALL SHOWN AND NOT OTHERWISE NOTED SHALL BE 2x4 STUDS @ 16' O.C. AT INTERIOR WALLS AND 26 STUDS @ 16' O.C. AT EXTERIOR WALLS INDIVIDUAL MEMBERS OF BUILT-UP POSTS AND BEAMS SHALL EACH BE ATTACHED WITH 16d NAILS @ 12" O.0 STAGGERED. ALL WOOD STUDS WALLS SHALL HAVE LOWER WOOD PLATE ATTACHED TO WOOD FRAMING BELOW WITH 16d NAILS @ 12' O.C. STAGGERED UNLESS SHOWN OTHERWISE. ALL WOOD ERAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO MINIMUM STANDARDS OF THE INTERNATIONAL BUILDING CODE. ALL ERAMING SHALL COMPLY WITH THE APPROPRIATE SECTION(S) OF THE IBC/IRC. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. 8" MINIMUM CLEARANCE BETUEEN WOOD AND EARTH. 12" MINIMUM CLEARANCE BETWEEN FLOOR/DECK BEAMS AND EARTH. 18"MINIMUM CRAWL SPACE CLEARANCE Nailing MINIMUM NAILING SHALL BE IN ACCORDANCE WITH TABLE 2304.910F THE INTERNATIONAL BUILDING CODE, UNLESS OTHERWISE NOTED ON THE PLANS. ALL WOOD STUD WALLS SHALL HAVE LOWER WOOD PLATE ATTACHED TO WOOD FRAMING BELOW WITH 16d NAILS @ S O.C. STAGGERED OR BOLTED TO CONCRETE WITH 5/8' DIAMETER ANCHOR BOLTS 4'-0' o.c. UNLESS SHOWN OTHERWISE. PLYWOOD NAILING: (USE UNLESS GREATER NAILING IS DETAILED OR SPECIFIED) 8d @ 6' O.c. AT SHEET EDGES 8d @ 12' 0c. AT INTERMEDIATE BEARING POINTS SPECIAL INSPECTIONS SHALL BE REQUIRED FOR ALL CANTILEVERED RETAINING WALLS OVER 7 FT. & BASEMENT WALLS OVER 10 FT. IN HEIGHT. PROVIDE THE GOVERNING AGENCY WITH SPECIAL INSPECTION FORM INDICATING SPECIAL INSPECTION REQUIREMENTS, SPECIAL INSPECTORS NAME, ADDRESS AND TELEPHONE NUMBER INFORMATION PER IBC 109.5 Connectors / Hangers TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE BY THE SIMPSONSTRONGTIE COMPANY, AS SPECIFIED IN THEIR CATALOG. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICED 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 A301 PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD UNLESS NOTED OTHERWISE. ALL NAILS SHALL BE COMMON. (MINIMUM) AS MEMBERS CONNECTED. ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE ALL JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH'U' SERIES JOIST HANGERS. ALL DOUBLE & TRIPLE MEMBER JOIST BEAMS SHALL BE CONNECTED TO FLUSH BEAMS WITH'U' SERIES HANGERS. ATTACH TIMBER JOISTS TO FLUSH HEADERS AND BEAMS WITH US.P.'U' SERIES METAL JOIST HANGERS TO SUIT THE JOIST SIZE Pre -manufactured Wood Roof Trusses PRE -FABRICATED OPEN WEB WOOD TRUSSES (OR COMBINATION WOOD AND METAL) SHALL BE DESIGNED BY THE MAUFACTURER FOR THE SPANS AND CONDITIONS SHOUN ON THE PLANS AND SHALL BE FURNISHED AND INSTALLED IN CONFORMANCE WITH THE MANUFACTURER'S PUBLISHED SPECIFICATIONS. ALL NECESSARY BRACING, BRIDGING, BLOCKING, PRE -NOTCHED PLATES ETC., SHALL BE THE DETAILED AND FURNISHED BY THE MANUFACTURER SUBMIT SHOP DRAWINGS AND DESIGN CALCULATIONS (COMPLETE WITH STRESS DIAGRAMS) TO THE ARCHITECT AND THE STRUCTURAL ENGINEER FOR REVIEW TWO WEEKS PRIOR TO FABRICATION. DESIGN SUBMITTALS SHALL BEAR THE STAMP OF A REGISTERED PROFESSIONAL ENGINEER, STATE OF WASHINGTON PERMANENT AND TEMPORARY BRIDGING AND BRACING SHALL BE INSTALLED IN CONFORMANCE WITH MANUFACTURER'S SPECIFICATIONS. 0 (n U 0 U Z Uj � — Y V0 w WJ J n <� .J J) Q 1 E p O ­ Lfl U z o M W Q) -0 Q Q Ufl O 0' 0 � 0 (V C O C to C � LSi (B QIzi = E r Y 0- LLJ C� •V-i 0 }' QJ O o °" � v:I Q Y 4..J Ln L. IA Z In m 0 0 Q W rYr _ O w U 5 ED LU 0 4-J O �Z CL O V DATE: 9/20/2023 FILE NUMBER 1586 SHEET NUMBER: S.1 V 0 Z vi � Y V- W W Q J >J JI ov JI =UM IS STAIR TREAD Q 16 r O O U IS FOR RE z 6' DD _� LANDING IN III I 01IN111101 Q Q o BLOCKING BTWN o ST:TNSGPEERR' PLAN N C EPA" 111 0 ­111NII III Ln � O t E r Y 0 W ra o Sao 0 °-ern o � C d W QL' N 0 V M 'C \ on o w x w � r +- ram1LU � U Ste. Q Ln d C% ECEIVE Oct 05 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DATE: 9/20/2023 FILE NUMBER: 1586 SHEET NUMBER: S.2 S i d i n Joists Sheathin �lashin Stair Framing Notes Top & Bottor� os..pRwA�o" Deckin s " =,"�.A�=E. Joists o oM NOTE Joist Han er ° Treated 'Min. 1-5/8" Min. 5�� Max. 'Min. o 0 wEE" "E N"3n,. za�a REFER Ec�,�cn � Fa,M�" s "�rvserr s,a',w�E"s,"�"c 6RNN$Tfl1NGER$ 2 x Ledger DTT1Z Lateral a Corrosion resistant Beam splices must occur metal column cap, over posts with Aluminum Post Follow Manu, inst, 1ST" minimum bearing 3-5/8' Deckin ��LedgerLoc 4 ea Mi . Mn 5" LedgerLoc Top & Bottom, Typ. Beam ouble 2x8 PT 4x4 Knee Brace Flat Block o ressure treated WOOd post The guardrail system in CCRR-0202 (Shown) Joists o has demonstrated the capacity to resist the design loadings specified in Section R301 of the IRC when tested in accordance with ICC-ES Knee bracing required on posts greater than 4' in height. AC273 Post to Beam w/ Knee Brace Detail Aluminum Post Attachment Detail HUC to House Detail MyBui ldi ngPermit.com a service o eCit Govne Construction Tip Sheet 05 Basic Deck This tip sheet reflects code requirements of the 2018 International Residential Code (IRC) with Washington State Amendments. Typical Deck This document provides building code information applicable to prescriptive residential wood deck design. You may need to hire a licensed architect or engineer to design a deck where any of the following conditions apply: The deck serves other than a one- or two-family dwelling building The deck design includes more than one level The deck will support a hot tub, spa or other heavy object, including heavy deck covering (such as pavers) The walking surface is more than 14 feet above grade The deck ledger is attached to house overhangs, bay windows, bricks, stone, or concrete block The deck is bearing on ground with a slope greater than 1 foot horizontal for every 1 foot vertical The deck is self-supporting (not attached to an exterior wall) Ledger See Deus 1 Ia ledger omnecCort opoone. Joist Hanger Joist Decking Verily span ratings of proposed decking. Joist Overhang 24" maximum �r See Page 6 F �� / for Ledger Joist Spacing seeepanlaaeand Attachment lootirp schedule. Post i Joist Span 4x4 min. up to 8' 0- height x6 min, up to 10'0" height �.1• See span lade. Beam Non -corrosive metal c See span table. post,beam connector Note: Guards are required when the deck Continuous solid blocking walking surface is more Footing between joists than 30" above grade. g See span table and tooting schedule. Beam Overhang 24" maximum January 14, 2022 MyBuildingPermit.com I Basic Deck / eCityGovnet 2M5 6 @GltyCo Allianm MyBuildingPermit.com Construction Tip Sheet 05 Deck Construction Notes Design loading for decks is based on 60 pounds per square feet (PSF) live load, 10 PSF dead load, and 1500 PSF soil -bearing capacity. The illustrations and information in this tip Sheet may be used for decks whether or not they require a permit. See Tip Sheet 0 for when a permit is required. All wood must be pressure -treated or naturally resistant to decay. Treat cuts, holes, and notches with end -cut solution. Fasteners, hangers, nails, etc., must be stainless steel, hot -dipped galvanized, or as specifically required for the specified wood preservative used. The coating weights for zinc -coated fasteners to be in accordance with ASTM A 153. Provide documentation in the field showing the required fastener protection for the wood chosen for your deck. You may modify any components of this Tip Sheet using accepted engineering practices. Any modifications must be reviewed prior to permit issuance. All attachments must be per manufacturer's installation instructions. Visit MyBuildingPermit.com for additional Tip Sheets for stairs, handrails, and notching and boring. January 14, 2022 36" minimum high guard with intermediate rails Attachment of spaced so that a sphere pre -manufactured guardail Existing building 4" in diameter cannot systems to deck components shall be per manufacturer. pass through (See Tip Flashing Sheet 3). Special blocking details may be required by the reviewer. See detail 1 on page 6 for ledger Refer table page attachment options 3 for Joist Sizes r See page 8 for guardrail post connection Decking and Spans / 1 Secure ballusters with (1) #8d I wood screw top & botlom Refer to Table on page 3 for Ys' spacing recommended Beam Size and S ans / P for drainage Note: Contractor to field verify adequacy of Knee braces are required if solid lumber for ledger distance from grade to top of connection. If an exit or egress from post exceeds 48". See detail on page 7 the existing building passes under the proposed deck, or if there For post size and maximum allowable height, see page 4 Is an existing patio under the proposed deck, 6'-8" minimum clearance must be maintained. Please Indicate openings In existing wall in elevation Manufactured post base cast in footing view. Refer to Table on page 4 for Footing Size 3,000 psi concrete (no special inspection required) Finished grade 1 " clear Minimum 3IBll�l=III _ (2} #4 ea. way, 3" clear I�I�II=III=III "• II de th of P iooting 12" IL911—III - III -to bottom of footing. � I 11=III=III ° III I Footing to bearcn undisturbed earth. MyBuildingPermit.com I Basic Deck eCityGov.net 4a0 � eCltyGmAllianm F O O 1--i U ZNO LAC) N 00 a� C)., -a Q Q 0-) M �O o CD0 CEO N C o F c c o ti cD E r Y a- w ;ECEIVE Oct 05 2023 CITY OF EDMONDS DEVELOPMENT SERVICE: DEPARTMENT DATE: 9/20/2023 FILE NUMBER: 1586 SHEET NUMBER: S.3 MyBui [di ngPermit.com a service of e0t Gov.ne Construction Tip Sheet 05 When using the tables below, interpolation is allowed, extrapolation is not allowed. Sizing of Structural Elements Maximum Deck Joist Span a,c Joist Joist Spacing b inches Joist Back Span Size 12 16 24 4 1 6 1 8 1 10 1 12 1 14 1 16 18 Allowable Joist Span Maximum Cantilever feet -inches Adjacent Joist Span feet 2x6 7-11 7-1 5-9 1-0 1-6 NP NP NP NP NP NP 2x8 10-5 9-5 7-8 1-0 1-6 2-0 2-1 NP NP NP NP 2x 10 13-3 11-6 9-5 1-0 1-6 2-0 2-6 2-8 NP NP N P 2x12 15-5 13-4 10-11 1-0 1-6 2-0 2-6 3-0 3-3 NP NP a. Includes Incising Factor. b. When using composite decking, refer to manufacturer's installation instructions for maximum spacing of joists. c. Spans based on Doug Fir -Larch, Hem Fir and Spruce -Pine -Fir, No. 2 grade, wet service factor. 6 5-2 8 4-6 Minimum Beam Size Deck Joist Span ee 10 1 12 1 14 1 167 Maximum Beam Span a,b,d (feet -inches) 4-0 3-5 3-1 2-10 18 2-7 Beam Size c,d,e 4x6 4x8 6-11 6-0 5-3 4-7 4-1 3-8 3-5 4x10 8-5 7-4 6-6 5-10 5-2 4-9 4-5 4x12 9-10 8-6 7-7 6-11 6-4 5-9 5-4 6x6 6-6 5-7 5-0 4-7 4-2 3-9 3-5 6x8 8-8 7-6 6-8 6-1 5-6 5-0 4-7 6x10 10-7 9-2 8-2 7-6 6-11 6-4 5-10 6x12 12-4 10-8 9-7 8-9 8-1 7-7 7-1 a. Spans based on Doug Fir -Larch, Hem Fir and Spruce -Pine -Fir, No. 2 grade, wet service factor. b. If 2x built up beams to make 4x or 6x beams, they shall be fastened with two rows of 10d (3-inch x 0.128-inch) nails minimum at 16 inches on center along each edge (507.5) c. Beam depth shall be equal to or greater than the depth of intersecting joist for a flush beam connection. d. Beam cantilevers are limited to the adjacent beam's span divided by 4. e. Includes incising factor. January 14, 2022 MyBuildingPermit.com I Basic Deck e0tyGov.net ZM6 0 eGftypMianm MyBui ldi ngPermit.comJa service o eCit Gov.ne Construction Tip Sheet 05 Maximum Deck Post Height Tributa Area e Post 20 40 60 80 1 100 120 140 160 Size do, Maximum Deck Post Height a feet-inc es 4x4 10-0 10-0 8-7 7-0 5-8 4-1 NP NP 4x6 14-0 13-10 11-1 9-5 8-2 7-3 6-4 5-4 6x6 14-0 14-0 14-0 14-0 14-0 13-3 10-9 6-11 8x8 14-0 14-0 14-0 14-0 14-0 14-0 14-0 14-0 a. Measured from the underside of the beam to top of footing. b. Based on Doug Fir, Hem Fir and Spruce -Pine -Fir, No. 2 grade, wet service factor. c. Notched deck posts shall be sized to accommodate beam size. d. Includes incising factor. e. Area, in square feet, of deck surface supported by post and footing. Footing Size a Tributary Area b Side of Square Footing (inches) 7 12 Diameter of a Round Footing (inches) 8 Thickness (inches) 6 5 20 14 6 40 18 20 6 60 21 24 8 80 25 28 9 100 28 31 11 120 30 34 12 140 33 37 13 160 35 40 15 a. Footing dimensions shall allow complete bearing of the post. b. Area, in square feet, of deck surface supported by post and footings. 12" min. frost depth in allowable soils Manufactured post connector Typical P.T. post 12„ Grade lil�TII d IIT . T n ITI ..TWIT °: 11Tr Thickness per Table Note: Posts must be Width 1(2" diameter centered on or in footing per through -bolts in both 4" gravel Min. 12" of Table directions embedment Note: not screws January 14, 2022 MyBuildingPermit. com I Basic Deck 1/ eCityGov.net 2005 � eClryGovlJlianee o CDU 4t 00 z ' 0o L0 -0 Q Q rn � � o o 00 W (V C o LOLO E aCi E Y 0 w ra 00 LL �U c%i Y U LU N z 0 Q � v) M (0 o w Ix o w _ U LU CU b o 0 �Z a O DATE: 9/20/2023 FILE NUMBER 1586 SHEET NUMBER: SA MyBui ldi ngPermit,com a service o eCrt Gov.ne Deck Ledger and Connections Construction Tip Sheet 05 Joist Span c (feet) Deck Ledger Connection to Band Joist On -Center Spacing of Fasteners inches '/2-inch diameter lag 1/2-inch diameter bolt '/2-inch diameter bolt screw with'/2-inch with'/2-inch screw with 1-inch maximum sheathing b,c,e maximum sheathing c maximum sheathing d 6 22 36 35 8 16 31 26 10 13 25 21 12 14 16 18 11 9 8 7 20 17 17 15 13 11 15 13 MyBui ldi ngPermit:iFGET a service o e Construction Tip Sheet 05 EXTERIOR SHEATHING EXISTING STUD WALL Existing 2x BAND JOIST OR ENGINEERING RIM BOARD 2' MIN ------ DECK JOIST Imo,,,,,o 5' MAX LAG SCREWS OR BOLTS 2' MIN JOIST HANGER a. Ledgers shall be flashed in accordance with Section R703.4 to prevent water from contacting the house band joist. Lag screw or bon Stagger fasteners in 2 rows b. The tip of the lag screw shall fully extend beyond the inside face of the band joist. 2" min. c. Sheathing shall be wood structural panel or solid sawn lumber. ® - ® - 5 112^ min. far 2x8 d. Sheathingshall be permitted to be wood structural panel, sum board, fiberboard, 5" max. - 6 112" min. for 2x10 p p gypsum 7 112" min. for 2x12 lumber, or foam sheathing. Up to 1/2-inch thickness of stacked washers shall be permitted to ® — �- substitute for up to 1/2-inch of allowable sheathing thickness where combined with wood 3i4" min. Ledger 'Distance car be reduced to structural panel or lumber sheathing. 2" min. 4 112"if lag screws are used or e. For on -center spacing of specialized fasteners refer to the manufacturer's installation Minimum edge distance for if bolt spacing is reduced to Instructions. specialized screws. See that of lag screws to attach 2x8 manufacturers technical builetin. ledgers to 2x8 band joists Placement of Lag Screws and Bolts in Ledgers and Band Joists Minimum End and Edge Distance and Spacing Between Rows Top Edge Bottom Edge Ends Row Spacing Ledger a 2 inches d 3/4 inch 2 inches b 1-5/8 inches b Band joist c 3/4 inch 2 inches e 2 inches b 1-5/8 inches b a. Lag screws or bolts must be staggered from the top and bottom along the horizontal run. See figure below. b. Maximum 5 inches. c. For engineered rim joists, the manufacturer's recommendations govern. d. The minimum distance from the bottom row to the top edge of the ledger must be in accordance with figure below. e. 2 inches may be reduced to 3/4-inch when the band joist is directly supported by a mudsill, header, or by double top wall plates. January 14, 2022 MyBuildingPermit.com I Basic Deck Detail 1 — Ledger Attachment for Lateral Loads (Knee braces are required on posts greater than 4 feet in height.) Hold-down or Sheathing tension device Siding with 1500 # capacity Floorsheathing nailing Flashing at6-o.c. max to joist with hold -doom. Decking Flashing Joists Joist Hangers 0 0 Treated 2xledger 2' min. aA Floor joist 750# capacity holddown device at 4 locations evenly distributed Floor joists along the deck and within 2 ft of each end. Install per manufacturer Option # 1 Fully threaded 3ra" diameter lag screw p predrilled with a minimum of 3 in Option # 2 embedment into solid framing. January 14, 2022 rCitycov.net Aan c ecir;Gum.ani' MyBuildingPermit. com I Basic Deck eCityGay.net 2C05 %. eClryGcvAllianea 0 U 0 U Z N � — Y Vw LuJ J .J J1 Q I E 0 0 � U 0 ZNO LAC) N 0 a� C Q Q CD O CD ECO U N C o L, E c � c o ti a� E r Y 2- w y 4--1 N a. 00 o V Y 4..1 a� z rx° d �oo a v M G 00 "o O W Ix C O U O < 4] Z a � O c� DATE: 9/20/2023 FILE NUMBER: 1586 SHEET NUMBER: S.5 MyBuildingPermitxpm a service of eCitvGov-npt Construction Tip Sheet 05 Connections and Fasteners (All fasteners, nails, bolts, screws, and connectors must be corrosion resistant.) of Connection: Post to Footing Post base is required Post to Footing (High Winds) Consult with jurisdiction about additional uplift loads where wind exposure is greater than Risk Category B Post to Beam Connector is required Ledger to House Framing See information on Sheet 5 and Sheet 6 Joist to Beam or Girder 3 8d — Toe nailed Blocking or Bridging to Joist 2 10d — Toe nailed at each end Wooden Deck Boards 2 8d threaded nails OR 2 No. 8 screws Composite Deckina Fnllnw manufacturer's instructinns Post to Beam Connection with Knee Brace (Knee braces are required on posts greater than 4 feet in height.) Oe 1i3 the h6ghtof the post. whichever is greater Gorroslon resistant, min. metal column cap. Follow manufacturer's installation instructions. Alternate Knee Brace Deta.lk 2x4 knee brace face nailed ea. side of post and beam with 4-16d nails at aach face and connection January 14, 2022 MyBuildingPermit.com I Basic Deck Beam splices must occur over posts with 1.112" min. bearing Girder beam 4 x 4 knee brace �1 j 378" diameter thru-#oft or 112 " leg screws with washers, top & bottom (typical) Pressure treated wood post �CityGov.net p05 ®BCItyCgvANian� MyBuildinga service of PermititCG Construction Tip Sheet 05 Guards & Attachment Guards are required when the deck is more than 30 inches above grade.) 6'-0" max. spacing 2x2 Baluster, typical 2x6 or 514 board ail cap: attach to guard post with (3) #12 by 3" long screws or (3) 16d threaded nails with 0.148 nominal diameter 2x4 top and bottom; attach to guard post with (2) 8d threaded nails or (2) #8 wood screws 2 1/2" long on inside face 4x4 guard post, typical nn Kint M1tntnh 2 x 8 nominal rim or outside joist, minimum 2 51$" diameter Openings shall Attach balusters at top and bottom with through -bolts not allow the (1) #8 wood screw or (2) 8d post -frame and washers passage of a 4" threated nails with 0.135 nominal diameter sphere diameter O.D. galvanized bolt or threaded rod w/ nuts & washers 2,� min and Y max Min. 1800# tension device 5/8" O.D. galvanized bolt or threaded rod wi nuts & washers 2x8 min. deck Ymi joists &rims 2� min and 5"max Train Note: Use above details for guard connections or provide engineered design that shows Guards can resist a single concentrated load of 200 Ibs applied in any direction at any point along the top and have attachment devices and supporting structure to transfer this load to appropriate structural elements of the building per IBC sec 1607.7.1.1 January 14, 2022 4x4 min. post @ 6'0" o.c. max., Typ 2"min Section A 2x8 min. blocking 2"min Min. 1800# tension straps y Section B MyBuildingPermit.com I Basic Deck ecityGovnet A05 &GftyC Manm E 0 0 U 00 zA CD LC) N 0 Q Q 0-) t co @) } 0 0 CEO CV C o E c � c o ti cD E Y CI_ w yao o 1 o V7 ✓ CU w z a vi M a) 00to O O GZ] C O LZ LZ CZ U " O : w S~ rj O Ln a 0 DATE: 9/20/2023 FILE NUMBER: 1586 SHEET NUMBER: S.6