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APPROVED BLD-RESUB1 BLD2022-0639+Architectural_Plan+7.1.2022_3.13.04_PM+29676766" 6" See Site Plan for 3'-6" sewer location/access to cleanout. I 2 I I I -----------� I I F-4--------I I I �—------- 1 i OUTLINE OF ' i DECK ABOVE I I 3 I I N 1—I I 1 zm ------L N .D- 11 T-0 a 7-0" ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE APPROVED PLANS MUST BE ON JOB SITE LWf�lMeN] r130c 1111000 N -------------------- ------- T -0„ 741 FOUNDATION PLAN SCALE: 1/4" =1'4' NOTES: VERIFY FOOTING DEPTH MEETS or EXCEEDS LOCAL CODES FOR FROST. ENGINEER CALCULATES MINIMUM DEPTH = 24" 8 � � e 0� VERIFY MINIMUM SOIL BEARING ? 1500 PSF 44613 i ALL FOOTINGS SHALL BE NEW CONSTRUCTION (UNO). • STAIRS OPTIONAL. STAIRS SHALL HAVE A CLEAR a AREA LANDING AT BOTTOM AS WIDE AS THE STAIR & 36" MIN. IN DIRECTION OF TRAVEL. City Of Edmonds Building Department Work -------------- DECK_-------------- Address; - - - 282ND ST - - Owner CARTON Approved Dater---------07/18/2022---------- Building Official pppr Pica Permit Number BLD2022-UWU 11 7'-011 CODES, DESIGN LOADS, BASIC WIND, AND SNOW LOAD: 1'-0 WA: 2018 INTERNATIONAL RESIDENTIAL CODE w/ WASHINGTON AMENDMENTS. MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, ASCE 7-10 (UNLESS ASCE 7-05 or 7-I6 SPECIFIED PER CODE). LIVE LOAD: 60 PSF DEAD LOAD: 10 PSF DL+LL: 70 PSF BASIC WIND SPEED: 110 MPH SNOW LOAD (g): UP TO40 PSF 91� Daniel C. Smith, PE Consulting Engineer 5068 Isabella Cannon Dr Raleigh, NC 27612 P:919.844.6050 extI E: decksodansmithoe.com RESIDENTIAL ATTACHED DECK RESUB Jul 01 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT r, Low DCSPE #: 22-D-025 Drawn By: ACS Revision History: - Rev1- 5132022 X For Construction Not for Construction Sheet : S-1 of 15 ADD HANDRAILS (SHEET W-6) and/or POSTS ON SIDES OF STEPS 2x12 PT STAIR STRINGER @ 9" O.C. (UNO PER N-2) -­______ ,___, NOTES: SCALE: 1/4" =1'-0" • FRAMING MATERIAL (UNO): PT HF #2 • GRADE to TOP OF DECKING MAX. DECK HEIGHT: 9'-6" • IT IS ACCEPTABLE TO USE LUMBER LARGER THAN SPECIFICATION. • POSITION ALL GIRDER SPLICES OVER 6x6 POST. ALL POSTS SHALL BE CONTINUOUS U.N.O. • IF USING COMPOSITE DECK MATERIALS, SEE SHEET N-2 FOR SPACING ADJUSTMENTS. • GUARDRAILS REQUIRED FOR DECKS �!30" ABOVE GRADE. • ACCEPTABLE TO MAKE OUTER BAND BOARD FLUSH w/ TOP OF DECKING, PER HOMEOWNER REQUEST. • NOT SHOWN - AESTHETIC FASCIA FINISH OPTIONAL & PER HOMEOWNER ORDER. • NO DEVIATIONS FROM THESE "SER" SEALED PLANS WITHOUT PRIOR WRITTEN APPROVAL. • ONLY THE MOST RECENT SEALED PLANS ARE VALID; GC SHALL FOLLOW REVISION SPECIFICATION. r-- - - - - - - - - , FOR to clarify what these specific detail call -outs are for and where to find them. , GRAPHICSCA31:,n'-M u 1 2 3 4 Daniel C. Smith, PE Consulting Engineer 5068 Isabella Cannon Dr Raleigh, NC 27612 P: 919.8".6050 ex t 1 E: decks9dansmithm.com RESIDENTIAL ATTACHED DECK e� RESUB Jul 01 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 00 CN U N O O CT w DCSPE #: 22-D-025 Drawn By: ACS Revision History: - Revi-5/5/2022 X For Construction Not for Construction Sheet : S--2 of 15 DESIGN LOADS: GENERAL NOTES: 1. BUILDING CODES 1, IMPORTANT: CONTRACTOR IS TO READ ALL NOTES AND REVIEW ALL dl;pom DETAILS PRIOR TO BEGINNING CONSTRUCTION. CONTRACTOR 1.1 WA: 2018 INTERNATIONAL RESIDENTIAL CODE w/ WASHINGTON RESPONSIBLE FOR VERIFYING LOCAL FROST DEPTH AND VERIFYING THAT Daniel C. Smith, PE AMENDMENTS. THE FOOTING DEPTH NOTED ON THE DRAWINGS ARE ADEQUATE. IF LOCAL Consulting Engineer 1.2 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER FROST DEPTH IS MORE SHALLOW THAN WHAT IS ON THE Sale Isabella Cannon Dr Raleigh, [tiff 27612 STRUCTURES, ASCE 7-I0 (UNLESS ASCE 7-05 or 7-16 SPECIFIED PER DRAWINGS, CONTRACTOR TO GO BY DEPTH ON DRAWINGS, CODE). P: 919.844.6050 ext 1 2. THE DESIGN PROFESSIONAL WHOSE SEAL APPEARS ON THESE DRAWINGS IS E: decks@dansmithpe.com 2. DESIGN CRITERIA THE STRUCTURAL ENGINEER OF RECORD ("SER") FOR THIS PROJECT. NO RESIDENTIAL OTHER PARTY MAY REVISE, ALTER, OR DELETE ANY STRUCTURAL ASPECTS 2.1 UNLESS OTHERWISE NOTED ON SHEET S-2 (aka LARGE LOADS on OF THESE CONSTRUCTION DOCUMENTS WITHOUT WRITTEN PERMISSION OF FRAMING PLAN), NO HOT TUBS, SPAS, SAUNAS, BRICK/MASONRY DANIEL C. SMITH PE CONSULTING ENGINEER AND THE "SER". ATTACHED FIRE PLACES, BARBECUE PITS, ETC., ARE TO BE SUPPORTED ON THE DECK DECK STRUCTURE. 1"SER" IS NOT RESPONSIBLE FOR CONSTRUCTION SEQUENCES, METHODS, OR TECHNIQUES IN CONNECTION WITH THE CONSTRUCTION OF THIS �, o.uff is amLrz x.umcE.n trx 2.2 LIVE LOAD: 60 PSF STRUCTURE. "SER" WILL NOT BE HELD RESPONSIBLE FOR THE 2.3 DEAD LOAD: 10 PSF CONTRACTOR'S FAILURE TO CONFORM TO THE CONTRACT DOCUMENTS, R E S U B 2.4 DL+LL: 70 PSF SHOULD ANY NON -CONFORMITIES OCCUR. 2.5 BASIC WIND SPEED: 110 MPH Jul 01 2022 2.6 SNOW LOAD (g): UP TO 40 PSF 4. VERIFICATION OF ASSUMED FIELD CONDITIONS IS NOT THE RESPONSIBILITY 2.7 EXPOSURE C OF "SER". CONTRACTOR SHALL VERIFY THE FIELD CONDITIONS FOR CITY OF EDMONDS 2.8 WIND IMP. FACTOR 0.87 (ASCE 7-05) ACCURACY BEFORE CONSTRUCTION BEGINS. DEVELOPMENT SERVICES RISK CATEGORY I (ASCE 7-10) DEPARTMENT 2.7 CHECKED LOAD FOR COMBINATIONS: DL + WL (75%) 5. THIS STRUCTURE AND ALL CONSTRUCTION SHALL CONFORM TO ALL 2.8 CHECKED LOAD FOR COMBINATIONS: DL - WL (UPLIFT) APPLICABLE SECTIONS OF THE INTERNATIONAL RESIDENTIAL CODE AND ANY LOCAL LAWS WHERE THE STRUCTURE IS TO BE CONSTRUCTED. 3. DESIGN NOTES 6. NO DECK ATTACHMENT ALLOWED TO HOUSE BAND ON SECOND FLOOR, or 3.1 WHERE THE SNOW LOAD (g), DETERMINED BY LOCAL HIGHER, THAT IS ON A CANTILEVERED OVERHANG. ENFORCEMENT AGENCY, EXCEEDS 40 PSF, DECK HAS BEEN [y DESIGNED TO ACCOUNT FOR INCREASED LOADS. 7. INSTALL EITHER GALVANIZED OR VINYL FLASHING BETWEEN THE, DECK SYMBOLS AND HOUSE PER CODE REQUIREMENTS. 00 TERMINOLOGY 0DIAMETER 8. STAIRWAYS SHALL HAVE A NEW OR EXISTING LIGHT SOURCE LOCATED IN GIRDER aka BEAM THE IMMEDIATE VICINITY OF THE TOP OF EXTERIOR STAIRS. LIGHT SHALL +� BAND BOARD aka RIM JOIST or ' T' DETAIL NUMBER OPERATE EITHER WITH CONTINUOUS ILLUMINATION, BY AUTOMATIC {n SKIRT BOARD or "s" SHEET NUMBER CONTROL (E.G., MOTION DETECTION), OR WITH A SWITCH INSIDE THE Q RIM PLATE DWELLING. [20I2 1RC R303.7 or EQUIVALENT CODE PER STATE] RIM JOIST OUTER -MOST JOIST or CROSS BRACING C� JOIST w/ RIM TRACK 9. ALL SECTIONS AND DETAILS ARE TYPICAL AT SIMILAR LOCATIONS AND r ' WHERE APPLICABLE. DETAILS APPLY ONLY TO EXACT CONDITIONS V ABBREVIATIONS SHOWN. DETAILS ARE NOT TO BE MODIFIED FOR SIMILAR CONDITIONS, x N EXCEPT DETAILS MAY BE MIRRORED TO MATCH FIELD CONDITIONSON . APPROX. APPROXIMATELY i'� CD EQUIV. EQUIVALENT 10. DANIEL C. SMITH PE CONSULTING ENGINEER AND THE "SER" ASSUME NO � L�] FJ FLOOR JOIST LIABILITY FOR DETAILS ADAPTED TO SIMILAR CONDITIONS. w = FTG FOOTING 11. DANIEL C. SMITH PE CONSULTING ENGINEER AND THE "SER" ASSUME NO r' H,D,GALGALVANIZED DCSPE P 22-D-025 LIABILITY FOR WATER TIGHT INTEGRITY. CONTRACTOR SHALL PROVIDE H.D. HOT DIPPED FLASHING TO ADJACENT STRUCTURES PER ACCEPTED PRACTICE AND Drawn By: ACS OB HDG HOT DIPPED GALVANIZED OPT. OPTIONAL METHODS. Revision History: s PT PRESSURE TREATED - Rev1- 5/5/2022 a R.5 RING SHANK 12. OWNER/CONTRACTOR TO CONFIRM DECK DESIGN DOES NOT INTERFERE SIM SIMILAR WITH EGRESS PATHWAYS, ELECTRICAL CLEARANCES, WINDOW GLAZING, X For Construction 44613 S.S. STAINLESS STEEL ETC. or SHALL MAKE MODIFICATIONS TO EXISTING STRUCTURES AS p o_ao� TYP TYPICAL APPROPRIATE TO MEET LOCAL CODE. Not for Construction ®j UNO UNLESS NOTED OTHERWISE 13. THESE PLANS ARE VALID FOR PERN=NG WITHIN 12 MONTHS OF THE Sheet: V.I.F. VERIFY IN FIELD SEAL DATE. ` ' —1 of 15 FOOTINGS & CONCRETE I. WARNING: IDENTIFY UNDERGROUND UTILITIES BEFORE DIGGING. OWNER/CONTRACTOR TO VERIFY EXISTING CONDITIONS AND NOTIFY ENGINEER IF DIFFERENT. 2. FOOTINGS SHALL BE PLACED ON FIRM NATURAL OR COMPACTED FILL. FOOTINGS MUST BE SET ON NON -FROST SUSCEPTIBLE SOILS. THE FOUNDATION IS BASED UPON AN ASSUMED NET SOIL BEARING CAPACITY OF 1500 PSF. 3. FOOTING DEPTH SHALL BE AS SPECIFIED ON FOOTING DETAIL/S. 4. NO CONCRETE SHALL BE POURED ON TOP OF or NEXT TO ANY SUB -GRADE CONTAINING WATER, ICE, FROST, OR LOOSE MATERIAL. 5. CONCRETE SHALL HAVE NORMAL WEIGHT AGGREGATE AND A MINIMUM COMPRESSIVE STRENGTH (F'C) AT 28 DAYS OF 3000 PSI. 6. CONCRETE TO CURE (3) DAYS MINIMUM PRIOR TO BEGINNING CONSTRUCTION OF DECK. STAIR TREAD MATERIAL 1. STAIR STRINGERS SPACED >12" O.C. SHALL ALWAYS USE DIMENSIONAL LUMBER FOR TREADS. 2. IF COMPOSITE TREADS ARE TO BE INSTALLED, NOW or IN THE FUTURE, THEN STRINGERS SHALL BE I2" O.C. MAXIMUM (UNO BY COMPOSITE MANUFACTURER). STAIR FRAMING MAY REQUIRE MODIFICATION IF CHANGING FROM DIMENSIONAL LUMBER TO COMPOSITE TREAD MATERIAL. t&VOT6197 3 t7_•NM 11 r•rel COMPOSITE DECKING (TREX, CHOICEDEK or SIMILAR): 1. READ AND FOLLOW ALL MANUFACTURER'S RECOMMENDATIONS AND INSTALLATION INSTRUCTIONS. REDUCE JOIST SPACING AS/IF REQUIRED. 2. COMPOSITE DECKING CANNOT BE USED FOR STRUCTURAL APPLICATIONS. USE SPECIFIED STRUCTURAL MATERIAL FOR FRAMING AND JOISTS. INSTALL JOIST LUMBER PER MANUFACTURER'S SPACING RECOMMENDATIONS, 3. PROVIDE GAP BETWEEN COMPOSITE DECKING BOARDS AS SPECIFIED BY MANUFACTURER FOR AIRFLOW. 4. USE #7 x 2Y4" S.S. TRIM HEAD or #8 x 2%" PRIMEGUARD TENQ SCREWS, or SCREWS AS SPECIFIED BY COMPOSITE MANUFACTURER TO FASTEN ONLY DECK BOARDS. 5. FOR FACE ATTACHMENT, FASTEN DECK BOARDS w/ (2) FASTENERS PER JOIST. ALIGN BUTT ENDS OVER MIDDLE OF JOIST AND PRE -DRILL ANGLED HOLE INTO JOIST. ALTERNATIVELY, SISTER 2x4 NAILER BOARD TO JOIST UNDER BUTT JOINT w/ (2) GRIP -RITE #9 x 3" HDG NAILS AND INSTALL DECK BOARD FASTENERS Ca 90' ANGLE INTO 2x4 NAILER. 6_ FOR CONCEALED ATTACHMENT, VERIFY METHOD APPROVED FOR PROJECT APPLICATION (e.g., SEISMIC LOCATION). USE NUMBER AND LOCATION OF START CLIPS AND CONNECTOR CLIPS AS SPECIFIED BY MANUFACTURER. 7. STAIRS TREADS CONSTRUCTED OF COMPOSITE MATERIALS REQUIRE STRINGERS SPACED 12" O.C. MAXIMUM (UNO BY MANUFACTURER). STRINGERS SHALL BE 9" O.C. WHEN USING TREX BRASILIA, CONTOURS, AND ESCAPES DECKING (UNO BY MANUFACTURER). 8. ATTACHMENT OF COMPOSITE POSTS AND RAILINGS VARY WITH STYLE AND MANUFACTURER, FOLLOW MANUFACTURER INSTRUCTIONS CAREFULLY. 1. SOLID SAWN WOOD FRAMING SHALL CONFORM TO THE SPECIFICATIONS AS LISTED IN THE NATIONAL FOREST PRODUCTS ASSOCIATION "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" LATEST EDITION (NDS). THE FRAMING SHALL BE OF THE SPECIES AND GRADE AS SPECIFIED. 2. ALL LUMBER SHALL BE "PRESSURE" OR "PLUS PRESSURE" TREATED LUMBER OR EQUIVALENT 3. PRESERVATIVE RETENTION OF ALL FRAMING MEM13ERS SHALL BE AS LISTED BELOW: 3.1 ABOVE GROUND: .25 LBS/CU. FT 3.2 GROUND CONTACT: .40 LBS/CU. FT 4. GIRDERS or OTHER FRAMING CONTAINING MULTIPLE PLIES OF LUMBER SHALL HAVE EACH PLY ATTACHED TO THE ADJACENT PLY w/ (3) GRIP -RITE #9 x 3" HDG NAILS 0 12" O.C. 5. UNTREATED POST, PRIMED & PAINTED w/ COAL TAR EPDXY FOR CONTACT WITH GROUND MAY BE SUBSTITUTED FOR PRESSURE TREATED POST. 6. SOME REGIONS REQUIRE A FIRE TREATED LEDGER BOARD FOR ATTACHED DECK, GC TO CHECK LOCAL REGULATIONS. 7. APPLY IN -FIELD PRESERVATIVE TREATMENT TO CUT ENDS OF ALL PRESSURE TREATED LUMBER. 91� ❑❑❑ Daniel C. Smith, PE Consulting Engineer 5068Isabella Cannon Dr Raleigh, NC 27612 R 919.W.6050 ext 1 E: decks&dansmithoe.com RESIDENTIAL ATTACHED DECK o�mo v.ym.� simr. re mnsimasnia RESUB Jul 01 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT W. M R DCSPE #: 22-D-025 Drawn By: ACS Revision History: - Revl- 5/5i2022 2L For Construction Not for Construction Sheet N-2 of 15 Y!J.Lwrd1MN 02114rayY �& 1. ALL CONNECTORS SHALL BE APPROVED FOR USE WITH ACQ (or EQUIVALENT) PRESSURE TREATED LUMBER. 2. BOLTS, NUTS & WASHERS SHALL BE HOT DIPPED GALVANIZED PER ASTM A153 CLASS D. INSTALL BOLTS 2" MINIMUM FROM END. BOLT HOLES SHALL BE %fi" MAXV" LARGER THAN BOLT DIAMETER. 3, LAG SCREWS SHALL BE HOT DIPPED GALVANIZED, AND CONFORM TO ANSI/ASME STANDARD B18.2.1-1981. HOLE FOR THE THREADED PORTION SHALL HAVE A DIAMETER EQUAL TO 70% OF THE SHANK DIAMETER, AND A LENGTH EQUAL TO AT LEAST THE LENGTH OF THE THREADED PORTION. DO NOT INSTALL THREADED PORTION OF SCREW BY DRIVING WITH A HAMMER. 4, ALL NAILS AND SCREWS IN CORROSIVE ENVIRONMENTS (e.g., WITHIN 2 MILES OF SALT WATER) SHALL BE STAINLESS STEEL. SEE SUBSTITUTION SCHEDULE. S. ALL NAILS SHALL BE HOT -DIPPED GALVANIZED PER ASTM A153 (UNO). HANGER NAILS SHALL PENETRATE WOOD 1W' MINIMUM. 6. ALL SCREWS SHALL BE HOT -DIPPED GALVANIZED PER ASTM A153 (UNO). 7. LAG SCREWS (e.g., LedgerLOKO) ARE NOT ALLOWABLE SUBSTTI'LMONS FOR BOLTS PER CODE (TYP). mean CORROSIVE ENVIRONMENT FASTENERS IN CORROSIVE AREAS, USE THE FOLLOWING SUBSTITUTION FOR FASTENER INDICATED IN DETAILS. DETAIL SPECIFIES — SUBSTITUTE — GRIP-RITF. #9 x 1X" I-IDG NAILS GRIP -RITE 413 x 2" S. S. NAILS GRIP -RITE #9 x 3" HDG NAILS GRIP -RITE #13 x 2" S. S. NAILS GRIP -RITE #9 x 3X" HDG NAILS GRIP-RTTE #8 x 3Ye" S. S. NAILS GRIP -RITE #10 x 4" HDG SCREWS GRIP -RITE 410 x 3" S. S. SCREWS CONNECTORS & EQUIVALENTS (USE SIZE SPECIFIED IN PLANS or LARGER) SYMBOL PURPOSE USP# SIMPSON SUBSTITUTJON =>=z= STRAP to secure GIRDER/FJ to FOOTING STl-TZ MAB15Z 4x4 POST BASE PA44E-TZ, PAU44-TZ ABA44Z, AB44Z �I 4x6 POST BASE PA46E-TZ, PAU46-TZ ABA46Z, ABU46Z ® 6x6 POST BASE PA66E-TZ, PAU66-TZ ABA66Z, ABU66Z RQ POST CAP for FLUSH GIRDER PB44-6TZ, PB66-6TZ LPC4Z, LPC6Z s RAFTER TIE used to secure FJ to GIRDER RT7A-TZ H2.5AZ J L U 1-PLY HANGER JUS26-TZ, JUS28-TZ, JUS210-TZ LUS26Z, LUS28Z, LUS210Z 1 L 2-PLY HANGER JUS26-2TZ, JUS28-2TZ, JUS210-2TZSC LUS26-2Z, LUS28-2Z, LUS210-2Z LJ I -PLY INVERTED FLANGE HANGER JL261F-TZ, JL210IF-TZ LUC26Z, LUC21OZ LLI ® 2-PLY INVERTED FLANGE HANGER (2) JL26IF TZ, (2) JL210IF.TZ HUC28-2Z, HUC210-2Z 1-PLY ADJUSTABLE SKEWED JST HANGER LSSH15-TZ LSU26Z ADJUSTABLE L-ANGLE MP5-TZ, MP7-TZ, MP9-TZ LS50Z, LS70Z, LS90Z 1 l l ADJUSTABLE STAIR STRINGER HANGER CSH-TZ LSCZ FRAMING ANGLE for BLOCKING REINFORCEMENT A3-TZ GA2 ® DECK TIE BACK w/ THREADED ROD & (8) SCREWS DTB-TZ DTT2Z TENSION TIE for LEDGER REINFORCEMENT LTS19-TZ LTTI9HDG 995:0h�� Daniel C. Smith, PE Consulting Engineer 5068Isabella Cannon Or Raleigh, NC 27612 P:919.844.6050 extl E: deckscwdansmithre.com RESIDENTIAL ATTACHED DECK RESUB Jul 01 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DCSPE #: 22-D-025 Drawn By: ACS Revision History: - Rev1-5/5/2022 X For Construction Not for Construction Sheet: N-3 of 15 PT POST PER PLAN 91::00800K OPTIONAL: USE 6" LONG x 12" O SONATUBE USP STANDOFF POST BASE AS Daniel C. Smith, PE TO FORM CONCRETE ABOVE GRADE. SPECIFIED or EQUIVALENT FOR Consulting is Can on Dr POST SIZE: 4x4 PA44E-TZ Raleigh, NC 27612 TOP SQUARE or 4x6 PA46E-TZ P: 919,S44.6050 ext 1 a cam ROUNDED EDGE PER GC 6x6 PA66E-TZ E: decics@dansmith P SOIL GRADE SHALL BE RESIDENTIAL HORIZONTAL FOR 2 FEET Z MINIMUM AROUND PSd %" 0 ANCHOR BOLT w/ WASHER ATTACHED OT � ON ALL SIDES I■i & NUT - 7" EMBEDMENT DECK I� _ _ ae onY¢ryumi rtcmaamc�ayssa CONCRETE SHALL = _I I ° .. ' . ; �. ° • a REsu B HAVE NORMAL Jul 01 2022 WEIGHT AGGREGATE q. I CITY AND A MINIMUM M — ° DEVELOPMENT E T SERVICES — I ^'a. -°.� e• DEPARTMENTVI COMPRESSIVE I I — I— STRENGTH (F'C) AT a" 28 DAYS OF 3000 PSI. NOTE: - = 24" — I o I I —I CD INSTALLER - I- DEPTH I I I I — p MUST VERIFY _ (MIN.) A o I I_ — LOCAL FROST I I -I I -I I d POURED CONCRETE DEPTH. USE — — ° — = IN DRILLED or DUG THE GREATER OF DEPTH <- 4 — HOLE p ° •' � ° ' I —III � � rr� SPECIFIED HERE & LOCAL FROST DEPTH. I I a I— —I - O un� _ — a . ° ° .°', ° • • a° .. -_ VERIFY MIN. SOIL ; O BEARING >_ 1500 PSF' a w II 12" 0 � _ _ DCSPE A: 22-D-025 Drawn By: ACS } I I l Revision History: ® - Rev1- 5/5/2022 $3 J 1 12" O CONCRETE to DEPTH 2L For Construction 446 F-4 SCALE: 2" 1'-0" ELEVATION VIEW Not for Construction � GRAPHIC SCALE (INCHES) Sheet : D 3 6 9 12 F_4 of 15 PT POST PER PLAN OPTIONAL: USE 6" LONG x 12" O SONATUBE TO FORM CONCRETE ABOVE GRADE. TOP SQUARE or ROUNDED EDGE PER GC SOIL GRADE SHALL BE USP STANDOFF POST BASE AS SPECIFIED or EQUIVALENT FOR POST SIZE: 4x4 PA44E-TZ 4x6 PA46E-TZ 6x6 PA66E-TZ HORIZONTAL FOR 2 FEET ANCHOR BOLT w/ WASHER 1/2" 0MINIMUM AROUND POST ° ° ° ON ALL SIDES &NUT - 7" EMBEDMENT 7 CONCRETE SHALL HAVE NORMAL WEIGHT AGGREGATE AND A MINIMUM COMPRESSIVE STRENGTH (F'C) AT 28 DAYS OF 3000 PSI. NOTE: INSTALLER MUST VERIFY LOCAL FROST DEPTH. USE THE GREATER OF DEPTH SPECIFIED HERE & LOCAL FROST DEPTH. ]tD— I--�aq, I as a- - a, a IL - 24"ed - I DEPTH a a. 4. _=I I I=I f = — (MIN.) =I I POURED CONCRETE � a •: IN DRILLED or DUG . a v4 .a e e 4 a. °'•' a • a —HOLE I 4 I I f - - 4. ; a .a' 4, . •' .q�. e• a: 1•a , " .. ..a a a s d I VERIFY MIN. SOIL I=1 I6'I BEARING >_ 1500 PSF _ (OPT. SUBSTITUTION 16" x 16")111q I f=I 16" 0 CONCRETE to DEPTH SCALE: 2" =1'-0" ELEVATION VIEW GRAPHIC SCALE (INCHES) 0 3 6 9 12 99 ©m Daniel C. Smith, PE Consulting Engineer 5068 Isabella Cannon Dr Raleigh, NC 27612 P:919.844.6050 extI E: decks&-dansmithoe.cnm RESIDENTIAL ATTACHED DECK RESUB Jul 01 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DC5PE #: 22-D-025 Drawn By: ACS Revision History: - Revl- 5/5/2022 2L For Construction — Not for Construction Sheet: F-5 of 15 EXISTING HOUSE WRAP #1- CUT EXISTING HOUSE WRAP & INSTALL FLASHING FULL DEPTH OF LEDGER BEHIND HOUSE WRAP #2- INSTALL FLEXIBLE TOP FLASHING UNDER HOUSE WRAP; #4- FOLD OVER TOP OF LEDGER #3- INSTALL NEW LEDGER PER SHEET T-3 NOTE: USE FLEXIBLE THERMOPLASTIC or SEALING PVC FLASHING 16"-18" WIDE. END LAP MINIMUM 6" AS NEEDED. F SIDING EXTERIOR FLASHING L-St SCALE: 1" =1'4' ELEVATION VIEW REMOVE EXISTING SIDING BETWEEN LEDGER & BAND BOARDS REMOVE EXISTING WALL SHEATHING BETWEEN BOARDS — IF NOT PLYWOOD OR OSB FLASHING PER SEE FRAMING PLAN FOR DETAIL FIL-St ORIENTATION & SPECIFICATION „ DECKING FLOOR JOIST EXISTING HOUSE BAND BOARD INSTALL WOOD BLOCKING MATCHING HOUSE Fj DEPTH w/ (2) GRIP -RITE #9 x 3" HDG TOE -NAILS PER END EXISTING HOUSE FLOOR JOIST EXISTING HOUSE BAND BOARD EXISTING HOUSE FLOOR JOIST PERPENDICULAR TO BAND PT LEDGER PER PLAN w/ FASTENERS EXISTIP IG NOTE: TENSION TIE DEVICE PER INCLUDED SHEET T-3 woo w/ 750 LBS MIN. CAPACTIY @ FRAha USP LTS19-TZ w/ (1) %" LAG BOLT FOUNDA oN (4) LOCATIONS w/ (1) WITHIN & (2) WASHERS & (8) #9 x 3" HDG (BYOTH ) 24" OF EACH END. NAILS LOCATED PER PLAN r LEDGER on SIDING EXTERIOR w/ TENSION TIE a I L-St SCALE: 1" = 1'-10" ELEVATION VIEW " J a 9 12 99; � Daniel C. Smith, PE Consul Ling Engineer 5065 Isabella Cannon Dr Raleigh, NC 27612 P: 919.844.6050 ext 1 E: decksodansmithne.com RESIDENTIAL ATTACHED DECK amxo uo-�.csMim.rsmnsztnc�ryts RESUB Jul 01 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DCSPE #: 22-D-025 Drawn By: ACS Revision History: - Revl- 5%5R022 X For Construction Not for Construction Sheet: L-St of 15 2x8 MIN. PT FLUSH GIRDER PER PLAN BEYOND (2) 72" O x 6" f iDC BOLTS w/ WASHER & NUT NOTCHED _ 4x6 or 6x6 PT (A) BACK VIEW POST PER PLAN FLOOR JOIST PER PLAN BEYOND ° N 5y2" (B) SIDE VIEW 1 NOTCHED POST for FLUSH GIRDER T 1 SCALE: 1-1/2" =1'-0" ELEVATION VIEW FASTENER NOTE: USE GRIP -RITE #9 x 13/2" HDG NAILS FOR ALL HARDWARE (UNO). GRAPHIC SCALE (INCHES) 0 3 6 9 12 FLOOR JOIST PER PLAN 1 y4" 1 y4" 2x8 MIN. 1/ PT FLUSH (2) 72" Q x 6" GIRDER HDG BOLTS 5y2" 6x6 PT POST PER PLAN PER GIRDER (TYP) FRONT VIEW 2 GIRDER SPLICE T-1 SCALE: 1-1/2" = V-0" ELEVATION VIEW DECKING PER HOMEOWNER, Y4 x 6 or EQUIVALENT, WOOD or COMPOSITE, w/ #7 x 2%4" S.S. TRIM HEAD or #8 x 2Y2" PRIMEGUARD TEN® SCREWS, or SCREWS AS SPECIFIED BY COMPOSITE MANUFACTURER (TYP) FLOOR FLUSH GIRDER JOIST PER PER PLAN PLAN USP HANGER PER PLAN (SEE FASTENER NOTE) 2x12 PT FOR STAIR STEP -NOTCHED 4x6 or 6x6 PT POST PER PLAN (SEE ALSO 1B/T-1N ON FASTENERS) 3 TYP. FLOOR JOIST HANGER 4 2x12 STEP -NOTCH T-1 SCALE: 1-1/2" =1'-0" ELEVATION VIEW T-1 SCALE: 1-1/2" =1'4' ELEV. VIEW 9% Daniel C. Smith, PE Consulting Engineer 5068Isabella Cannon Dr Raleigh, NC 27612 P; 919.644.6050 ext 1 E: decksCdansmithpe.com RESIDENTIAL ATTACHED DECK RESUB Jul 01 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DCSPE 9: 22-D-025 Drawn By: ACS Revision History: - Revl- 5/5/2022 2L For Construction Not for Construction Sheet : T-1 N of 15 (3) GRIP -RITE SCREWS (3) GRIP -RITE SCREWS 2x6 PT CROSS BRACING (3) GRIP -RITE SCREWS NEAREST FLOOR _ JOIST TO POST 2x6 PT CROSS BRACING (CAN BE ON EITHER SIDE OF POST) (3) GRIP -RITE SCREWS PT BLOCKING 'A' (SEE NOTES) 7 FLUSH GIRDER CROSS BRACING T-2F SCALE: 1" = V-0" PLAN VIEW [;RnPI IIC SCAI� (fI�Cl7F=5) 00 7 A 9 V NOTES: • FASTEN w/ (3) GRIP -RITE #10 x 4" HDG SCREWS GIRDER (TYP UNO). PER PLAN • LOCATE SCREWS AT LEAST 2" FROM EDGES OF FRAMING MEMBERS. • INSTALL 8' LONG PT BLOCKING 'A' ONLY WHEN EDGE OF POST IS GREATER THAN 3" AWAY FROM NEAREST FLOOR JOIST. FASTEN w/ (3) GRIP -RITE SCREWS. • PT CROSS BRACING SHALL BE ANGLED 400 to 500. DECKING GIRDER PER PLAN FJ PER PLAN REQUIRED 8" LONG PT BLOCKING (TYP) O z Q z PT BLOCKING 'A' x (SEE NOTES) p 2x6 PT CROSS BRACE (TYP) a (3) GRIP -RITE SCREWS POST PER PLAN 2 FLUSH GIRDER CROSS BRACING T-2F SCALE: 1" = V-0" ELEVATION VIEW Daniel C. Smith, PE Consulting Engineer 5068 Isabella Cannon Dr Raleigh, NC 27612 P:919.844.6050 extI E: decksC�dansmithpe.com RESIDENTIAL ATTACHED DECK RESUB Jul 01 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DCSPE #: 22-D-025 Drawn By: ACS Revision History: - Revl- 5/5/2022 X For Construction Not for Construction Sheet : T-2F Of 15 PT LEDGER PER PLAN %Z' 0 (UNO) HDG HEX THRU-BOLTS w/ WASHER & NUT @ 16" O.C. STAGGERED NOTES: • NO LedgerLOKO or EQUIVALENT SCREWS ALLOWED. EXISTING HOUSE BAND BOARD REFER TO LEDGER SECTION (3) DETAIL FOR FINISH & SHEATHING SPECIFICATION • LAG BOLTS (or SUBSTITUTION LAG SCREWS) CANNOT BE SECURED TO PLYWOOD or OSB ONLY. • NORTH CAROLINA REQUIRES %" H HDG BOLTS PLUS (3) GRIP -RITE #9 x 31/4" HDG NAILS @ 6' O.C. PT LEDGER PER PLAN %" O (UNO) x 6" HDG LAG BOLTS BOTH w/ WASHER @ 16" O.C. REQUIRED GRIP -RITE #10 x 4" HDG SCREWS @ 8" O.C. STAGGERED L, 11 s1 :z C'4� o 0 ¢� 16" O.C. o J Y NEW LEDGER HDG THRU-BOLT w/ WASHER & NUT (TYP) GRAPHIC SCALE. IINCHr51 3 R Y 13 jz SECTION X ry � 4" MAX. TYP LEDGER to HOUSE BAND BOARD SCALE: 1" = V-0" ELEVATION VIEW EXISTING HOUSE BAND BOARD REQUIRED TO REMOVE FINISH & SHEATHING BETWEEN BOARDS =L NEW LEDGER DIRECTLY ON BAND BOARD HDG LAG BOLT w/ WASHER SCREW (TYP) SECTION NOTES: IF ACCESS TO BAND BOARD IS NOT AVAILABLE (e.g., FINISHED BASEMENT CEILING, ETC.), THEN THE CONTRACTOR MUST DETERMINE IF LAG SCREWS CAN FASTEN INTO SOLID LUMBER. REMOVE PLYWOOD SHEATHING AND VERIFY FRAMING SYSTEM TYPE (i.e., TRUSS or DIMENSIONAL LUMBER), SPACING & DIRECTION. NOT ALLOWED TO LAG TO ONLY OSB, PLWOOD, or BLACK BOARD BECAUSE NOT STRUCTURALLY ADEQUATE. HOUSE BAND BOARD w/ FINISHED CEILING SCALE: 1" = V-0" ELEVATION VIEW 91A0�� Daniel C. Smith, PE Consulting Engineer 5068 Isabella Cannon Dr Raleigh, NC 27612 P: 919.844.6050 ex t 1 E: deckscdansmithpe.com RESIDENTIAL ATTACHED DECK RESUB Jul 01 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT �I 00 ED E a--+ I� � 0 UN o O ED DCSPE C: 22-D-025 Drawn By: ACS Revision History: - Revl- 5/5/2022 X For Construction Not For Construction Sheet: T-3 of 15 I-NLY BAND w/ BLOCKING 4x4 PT GUARDRAIL POST _ @ G-0" O.C. MAX. (TYP) DECKING w/ MIN. (10) SCREWS WITHIN 12" 0 OF POST (TYP) BANDBOARD PER PLAN (TYP) 12) 1" 0 x s" HDG WARNING: DO NOT NOTCH 4x4 PT GUARDRAIL POSTS. 2-PLY BAND BOARD or GIRDER PER PLAN (TYP) BOLTS (TYP) NOTES: LOCKING PER rLAN BELOW (TYP) GRAPHC SCAIF (INCHE%) P 3 6 9 1 • GUARDRAIL POSTS DESIGNED FOR 200 LBS POINT LOAD. • BOLTS SHALL BE THRU CENTERLINE OF 2-PLY BANDIGIRDER POST & AT LEAST 2" FROM EDGES. • USE (2) GRIP -RITE #9 x 3" HDG NAILS PER END TO FASTEN BLOCKING USING INSIDE GUARDRAIL POST CONNECTION TOP&BOTTOM or FACE TOE -NAILS. SCALE: 1" = l'-0" ELEVATION VIEW • DO NOT USE POST MOUNT ,, SCREWED THRU TOP OF DECKING. � • INSTALL GUARDRAIL POSTS cI PER SHEET T 7 DETAILS. • FINISH GUARDRAIL w/ FIBERON or TREX POST SLEEVE PER MANUFACTURER. LEGEND: B PT BLOCKING - MATCH FJ SIZE FJ FLOOR JOIST BIG BAND BOARD or GIRDER • DECK SCREW uo� EQUAL F! BLOCKING F, Ir LONG MEN. PERPENDICULAR CORNER 2-PLY EQUAL Ff _� • BOLTS HAVE OPTION TO BE COUNTER SUNK 1 INTO THE BOARD FOR FLUSH FACE FINISH. MIl . PERPENDICULAR MID -BAY 2-PLY .I I.I. '1 L IFTtiisOPIECER t MAY BE B/G. t PARALLEL 2-PLY • I L IF IN CORNER, THIS PIECE MAY BE BIG. ERPENDICULAR PERPENDICULAR PARALLEL I -PLY CORNER 1-PLY MID -BAY 1-PLY 2 EXAMPLE LOCATIONS - INSIDE T-% SCALE: 1" = V-0" PLAN VIEWS gopot�� Daniel C. Smith, PE Consulting Engineer 5M8Isabella Cannon Dr Raleigh, NC 27612 P: 919.844.6050 ext 1 E: decks@dansmithpe.com RESIDENTIAL ATTACHED DECK e�mo o..:�ct.cssmti�muutsevcvrnrta RESUB Jul 01 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT N O o `n O O � � w DCSPE 22-D-025 Drawn By: ACS Revision History: - Rev1-5/5/2022 2L For Construction Not for Construction Sheet: T-7 of 15 GRAPI ITC %CAIS (INCHFS) 0 3 6 4 17 t TRIM BACK EDGE OF STRINGER AS SHOWN USP CSH-TZ CONCEALED STRINGER HANGER w/ GRIP -RITE #9 x 1%2" HDG NAILS FLOOR JOIST, BAND or OUTSIDE GIRDER BOARD PER PLAN (N.T.S.) 2x12 PT STAIR BOARD w/ (3) GRIP -RITE #9 x 3" HDG NAILS @ 12" O.C. PT STRINGER DROPPED STRINGER TOP CONNECTION SCALE: 1" =1'-O" ELEVATION VIEW STAIR STRINGER 4x4 PT GUARDRAIL POST EITHER INSIDE or OUTSIDE OF STRINGER (2) Yz" O x 6" HDG BOLTS (TyP) 4 , GUARDRAIL POST TO STRINGER IL_y SCALE:1" = ]'-0" PLAj\T VIEW NOTE: POST NEEDED EVERY 8'-0" MAX. OF STAIR RUN (2) %" 0 x 6" HDG BOLTS (TYP) N PT STRINGER BEVEL -CUT 2x8 PT w/ (4) GRIP -RITE #10 x 4" HDG 1177 SCREWS PER POST 4x4 PT POST (EITHER INSIDE or OUTSIDE STRINGER) SEE 12" 0 FTG PER PLAN GRADE 3 POST TO SUPPORT STAIR STRINGER W-3 SCALE: 1" =1'-0" ELEVATION VIEW DECKING TREAD w/ Y4" to 11/4" NOSING CLOSED RISER (SHOWN) or CHILD -SAFE OPEN RISER SUCH THAT 4" 0 SPHERE CAN NOT PASS 2x12 PT STRINGER or PREFABRICATED EQUIVALENT GRADE PAINT/COAT CUT ENDS OF STRINGER (TYP) 8" WIDE x 4" THICK CONTINUOUS CONCRETE 24" DEEP x 8" 0 FTGS w/ ANCHOR BOLTS PER PLAN 10" MIN. TREAD r NOTE: STAIR SHALL HAVE 3' x 3' MIN. CLEAR LANDING AREA, FINISHED PER LOCAL CODE. 2x4 PT CLEAT w/ 1/2" 0 ANCHOR BOLT w/ WASHER & NUT - 7" EMBEDMENT r = 24" DEPTH (MIN.) 811 2 TYP STAIR FOOTING W-3 SCALE: 1" =1'-0" ELEVATION VIEW NOTE: FTGS @ BOLTS MAY BE CIRCLES or SQUARES AS DESIRED. 9A0�� Daniel C. Smith, PE Consulting Engineer 5068 Isabella Cannon Dr Raleigh, NC 27612 P: 919.844.6050 ext 1 E: deckscddansmiti oe.com RESIDENTIAL ATTACHED DECK RESUB Jul 01 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DCSPE 4: 22-D-025 Drawn By: ACS Revision History: - Revl-5/512022 X For Construction Not for Construction Sheet: W-3 of 15 PICKET & RAILING NOTES: • INSTALLER MAY SUBSTITUTE A PICKS] DESIGN NOT SHOWN PER HOMEOWNI REQUEST THAT FOLLOWS LOCAL COL REQUIREMENTS, • RAILING REQUIRED FOR DECKS w/ 30" 1 MORE FROM GRADE to TOP OF DECKIiN • USE GRIP -RITE #9 x 3" HDG NAILS or EQUIVALENT. SPHEREPICKET (TYP) NOT PASS (TYP) (Z GUARDRAIL PICKET SPACING W fi SCALE: 3/4" - V-0" ELEVATION VIEW CLASSIC GUARDRAIL 34" MIN. ABOVE TREAD NOSING 4%" 0 SPHERE CAN NOT PASS AND, IF GUARD RAIL PRESENT... 6" 0 SPHERE CAN NOT PASS 3 STAIR GUARD OPENINGS W-( SCALE:3/4— l'-O" ELEVATION VIEW 11— I" 0 TYP AUTORAIL W OO a V a Q Q 00 'a PICKET (TYP) zF PT POST (TYP) C7 BAND or mW x GIRDER (TYP) AUTORAIL TRADITIONAL INSIDE HANDRAIL POSTS OUTSIDE HANDRAIL POSTS 1 GUARDRAIL PICKET OPTIONS W-6 SCALE: 3/4" =1'-0" ELEVATION VIEW MOUNTED TO WALL HANDRAIL NOTES: • HANDRAILING IS REQUIRED PER LOCAL BUILDING CODE REQUIREMENTS. MAY NOT BE REQUIRED IN ALL AREAS. ■ WHEN THERE ARE 4+ RISERS IN A FLIGHT OF STAIRS, TYPICALLY HANDRAILS MAY BE REQUIRED ON AT LEAST (1) SIDE. • HANDRAIL SHALL BE CONTINUOUS 34" - 38" IN HEIGHT. • HANDRAIL SHALL TERMINATE INTO NEWEL POST or SAFETY TERMINALS or HAVE END RETURNED. • USE #7 x 2Y4' S.S. TRIM HEAD SCREW or EQUIVALENT a 12" O.C. or (2) PER INTERSECTION FOR WOOD FASTENERS. • FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR METAL MOUNTING BRACKETS. STANDARD HANDRAIL HEIGHT 34"-38" FROM TREAD rr"A I MOUNTED TO POST 4 HANDRAIL MOUNTING EXAMPLES W-6 SCALE: 2" =1'-0" ELEVATION VIEW RO.01" Mlle. PERIMETER 4" " 6y„ 244" MAX. IREF: 2012 IRC R311.7.8.3 PI I 1yi xslN. IY4' - 23/" PERIMETER > eV M211MIN. 7�4 MAX. (lYP1 � 7/e• MAx. 76" 3/a- MIN, MIN. [REF: 2012 IRC R311.7.8.3 t21 O(7C7 Daniel C, Smith, PE Consulting Engineer 5068Isabella Cannon Dr Raleigh, NC 27612 P: 919,844.6050 ext 1 E: decks@dansmithue.com RESIDENTIAL ATTACHED DECK e xae n.�tim r.s.im� rr rrn�a.2mcFncn» RESUB Jul 01 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DCSPE #: 22-D-M Drawn By: ACS Revision History: - Rev1- 5/5/2022 X For Construction Not for Construction g TYPE I HANDRAIL GRIP SIZE 6 TYPE II HANDRAIL GRIP SIZE Sheet W-6 SCALE:4"=1'-0" ELEVATION VIEW W-6 SCALE:4" - F-0" ELEVATION VIEW W-6 of 15