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APPROVED ENG BLD PLN_RESUB 2-Architectural_Plan+11.16.2021project description: REPLACE EXISTING DECK. EXISTING FOUNDATION WALL THAT WAS EXISTING BELOW THE DECK IS SATISFACTORY TO SUPPORT THE NEW DECK. project team: SANDY RIDGE 5 LLC 22181 SE 1ST PL, SAMMAMISH, WA 98074 (360) 661-5093 architectural drafter GREG KRUEGER KRUEGER KRAFTING LLC 4025 61 ST. DR. NE MARYSVILLE, WA 98270 GREG@KRUEGERKRAFTING.COM (206) 819-2710 structural engineer DANIEL JAY CEDERLUND P.O. BOX 5096 TACOMA, WA (253) 298-2554 DAN@PSSTRUCTURALENGINEERING.COM 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. APPROVED BY PLANNING Nov 17 2021 Zone ._ _RS-s Corner N Flag N Setbacks: Required Actual Front 25' E > 25' Side 7.5' N & S > 7.5' Rear 15' W> 15 ---------- Other .--------- NO Height 25� , CHANGE ------------ *Setbacks listed are to the proposed aecK on the rear �wesi) slae oT the home. *Nonconforming carport shown on north side of home has been removed. sheet index: project data property address SP1 SITE PLAN Al BASEMENT FLOOR PLAN 21714 92ND AVE W OCCUPANCY ZONE RS-8 RSA-4 AS-BUILTS EDMONDS, WA 98020-3971 LOT SIZE = 0.47 ACRES - 20,473 S.F. A2 MAIN FLOOR FRAMING PLAN tax account #: A3 MAIN FLOOR PLAN 00373600701410 23.44.010 LOT COVERAGE ROOF FRAMING PLAN EXISTING HOUSE: 1,560 S.F. D1 DETAILS existing legal description PROPOSED ADDITION: 0 S.F. TOTAL COVERAGE: 1,560 S.F. S1.1 STRUCTURAL DECK FRAMING FROM SNOHOMISH COUNTY DEPARTMENT TOTAL LOT COVERAGE PERCENT: 7.6/0 OF ASSESSMENTS: NEW DECK CALCULATION ALDERWOOD MANOR 09 IMPERVIOUS SURFACE: FACTORED INTO IMPERVIOUS BLK 007 D-10 - N 100 FT LOT 14 EXISTING HOUSE, INC O.H.: 1,742 SO. FT. A REPLACED DECK: DECK #2: DECK #3 CARPORT (REMOVED): EXISTING DRIVE: EXISTING WALK: TOTAL: PERCENT: OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY UTILITIES MAY REQUIRE A SEPERATE PERMIT. NOTE INSTALL AND MAINTAING ALL T SC M A5U1;RS ACCORDING TO AFFROV D fL,4N/ CITr OF EDMONDS STANDARD DETAILS/ AND ALL OVER MEASURES T44T MA'r BE REQUIRED [DURING CONSTRUCTION 293 SQ. FT. 154 SQ. FT. 110 SQ. FT. 0 SQ. FT. 502 SQ. FT. 108 SO. FT. 2,909 SO. FT. 14.2 % REMOVAL OF CARPORT FACTORED INTO IMPERVIOUS 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. APPROVED PLANS MUST BE ON JOB SITE ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE City Of Edmonds Building Department Work DECK --------------- Address 21714 92ND AVE W Owner SANDY RIDGE 5 LLC -------------------------------------------------- Approved Date: 11 /22/2021 ------------------------------------ --------------------- Building Official W. V -- -- -- ---------------------- - -------- -- -- Permit Number BLD2021-1292 NOTE ALL STRU5 E) AREAS TO 5F CO11=057 AMENDED FED 2014 SWMMWW F3MF To al3 OWNER/CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE 2 4' 1. ±40' -- -- -- - - - - -- -- -- -- -- -- -- -- 1nl" -✓ II �i ii Y�Pi� w.i I [,I— -- - --�-- -- -- --- -- -- -- -- -- -- 0n>- I� I� �I s sw swsw I w w w - - --------------- r.. .l Hardware and fasteners in contact with ■ preservative -treated wood shall be of hot -dipped zinc galvanized steel, ■ stainless steel, silicon bronze or copper. I In the absence of manufacturer's recommendations a minimum of ASTM A 653 type G185 zinc -coated galvanized steel, or ■ equivalent, shall be used. I IRC R317.3.1 IBC 2304.10.5.1 ■ .J ENGINEERING DIVISION APPROVED AS NOTED 12/01 /2021 ***No stormwater management system required at this time. If new and replaced impervious surfaces equals 2000sgft or greater a stormwater management system will be required per City of Edmonds Codes and Standards. *** zh z 0 v Q z z � � o < o �a 2018 IR C b.,O � •� � III � t � � @ LU 0 LI Z LH (A LLA i EXISTINC: i APPROXIM,4TE LOCATION COVER DECK FOR WATER AND 5EWER — ------ -- -- -- -- -- -- --- -- -- -- -- -- -- --- TO 5E REMOVED w/ COVER EXACT LOCATION TO 5E FL E NO. ------------------ +' -- - - -- - FIELD VFRIFIED �m - - - - - - - _ --21&' - O ` FROFERTi' LINE IY1 ® -- -- -- - -- -- RESUB SHEET 5 [D� � EDGE 5 SITE FLAIL Nov 162021 NJCITY M E T SERVICES 5 F 5 J� F , 1 _ I p� - DEVELOPMENT SERVICES A 0 DEPARTMENT 545 �I T FL OOF� FLAN NOTE5] I. SEE BEAM CALCULATIONS FOR ALL HEADER & BEAM GALL -OUTS 2. ALL WINDOWS SHALL COMPLY W/ W.S.E.G. FRAMERS TO VERIFY ROUGH OPENINGS. 3. PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL CONNECTIONS AND STIFFENERS HAVE BEEN INSTALLED, 4. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIM'e. VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. S. GO= GARBON MONOXIDE ALARM $ SMOKE DETECTOR 6. IIOV SMOKE DETECTOR W/ BATTERY BACKUP AND 0 INTERCONNECTED ALARMS R314 I.R.G. 1, ALL BATHROOM GLAZING INCLUDING WINDOWS WITHIN 60" OF A STANDING OR A WALKING SURFACE SHALL HAVE SAFETY GLAZING, EXISTING PERIMETER OF DECK - F---- - - F_ II®I L J EXISTING 4X4 POST AND PIER PAD I I ® I existing deck above L — J EXISTING 4X4 POST AND PIER PAD I F- L -1 main flnnr - a- hi lilt CLOUDED 4 — 4 . ■ UNDER FERMIT I*,- 5LED2021=1000 FERu IT ISSUED ON- 01=30=21 7:2. bath o O UNDISTURBED o W.P. III 0 bdrm 4 ° UNDISTURBED C---111 C---1 L W—J11 L D J EXISTING EGRESS 6 DI NEW WELL WINDOW basement floor plan 1 /4" = 1'-0" rec room UNDISTURBED game room UNDISTURBED LEGEND - = PROPOSED WALLS = EXISTING WALLS TO REMAIN EXISTING WALLS TO BE REMOVED m EXISTING FURN. 0 E] EXISTING RETAINING WALL 5'-10 1/4" basement floor - as built 1/8" = 1'-0" i 4X4 POST ON EXISTING FOUNDATION WALL (TYP OF 4) EXISTING 6" FOUNDATION WALL (UNKNOWN FOOTING) EXISTING GONG. PAD 5'-10 1/4" EXISTING 6 " FOUNDATION WALL (UNKNOWN FOOTING) 8" STMWL. GARAGE EXISTING 16" FTC. - RApE EXISTING �F� I I II I I II POINT LOAD FROM ABOVE -ON EXISTING S/16 STEM WALL/FOOTING J EXISTING FIRE PLACE GMU 12X12 PIER PAD I EXISTING DOOR garage EXISTING POST IN WALL IIII JIII I I I -1I I I I II I I I I II I I I I II I I I I II I I I I II I I I I I I I I I I I existina deck above ex4Wa camort z O e� sY v Q z z < o �a 2018 IR C Lu L M Lu Lu Lu Z LL _—A ni Lu FILE NO. EXISTING &X POST I EXISTING AND PIER PAD RESUB SKEET 6x6 POST I I F -1 Nov 16 2021 EXISTING PERIMETER OF DECK CITY OFEDMONDS DEVELOPMENT SERVICES L —1 DEPARTMENT X I5T "AM .. .� Hardware and fasteners in contact with ■ preservative -treated wood shall be of hot -dipped zinc galvanized steel, ■ stainless steel, silicon bronze or copper. I In the absence of manufacturer's ■ recommendations a minimum of ASTM A 653 type G185 zinc -coated galvanized steel, or ■ equivalent, shall be used. I IRC R317.3.1 IBC 2304.10.5.1 ■ .� S' TALL 4X4 POST [IF- _" (TYF. OF 5) IIIL _III IIII T. 4 12 H #1 IN - - - - - ---IIII JillIN IIII CLOUDED AfRA k4ANDLE) ---11 UNDER FERMIT e 5LED2021-10(oO 2X1 HF IIII o � IIII l f �� �I�� II �� _ 1 16 c. X DI IIII — EXISTING HEADER "I �WSTING H�AD4 EXISTING HEADER E STINIS II II II II 2XI31 FRA NG 16" IIP II II II II II II II II II II II II II II II II II II II II II II II II II II I II II II II II II II I II II II II II II II II II II II I II II II II II II II II II II II I _ II II II II II II II 11 11 11 EXIIISTINC L I II 11 II EATINGIIBEAP 11 11 11 BEIfM II EA NCB 11 71 __T TI fI EXISTING HEADER Tr Irn7 nrI II II II II x II II II II II � II II II II II m II II II II II O II I JI IL JI IL I II III \ / III Hill \ / II Hill \ / II Hill \ / II Hill \ / II II III X II II III / \ IIII II III / \ IIII II III / \ IIII II III / \ IIII II III / \ IIII IIII —_ —_ II III �� �I IIIII Hill 11 11 11111 Hill 11 11 11111 main'fl"Tr framing plan 1 /4" = 1'-0" z -7 -------- W _q LL IIII--————————— — — — —— I III — -- — — — — — — — — — — — ———————— — — — — —I I II II 1 ---------------------------- II III I II---------------- ------------ II II I II IIII--———————— — — — — ———————— — — — — — — II IIII I EXISTINGn EXIST —IN Gn NEAD_ER HEADER_ 11 7 _U T( ITF 11 T( —IF 7I _U T(- IT 11 II II II II II II II II II II II II II II II II II II II II II II II II II II II II II I II II II II II II II II II II II I II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II XIS7 NCx EAM I �I w Cal ~I WI WI x1 ----------wl I I RESUB Nov 16 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT • i i 1 III • �I � Ili 1�1 (� 11 II) � FILE NO. - _4=2 NOT P/\fRT OP THIS PEFRMIfi m i EXISTING HEADER 2X6 TOP CAP IX4 2X2 PICKET 4X4 POST IX6 JOISTS PER PLAN 12" 4X4 POST LEDGER PER POST CAP AND DETAIL II/DI POST BASE PER ENGINEER OF RECORD c0 EXISTING 6" FOUNDATION WALL EXISTING 4" EXISTING 4" CONC SLAB CONC SLAB EXISTING S FOUNDATION WALL /4 =1 - (D�i 11 - IL Ell 11�L_ � II II-��-��-��-41 I II II II II II II EXISTI NG II II II EXIST G II II II II EXI TING II II II II II II II II II II G II II II I II �,� CF II II II II II HEAd R II II II II II II HEAD R II II II II II II II HE ER II II II AD R II II - II F- >I VTO II F-A II II II II II II II II 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 I I I I I I I I I I I II II II II II II II II II II II II II II II II II II II II II II II II II II II II II `� I II I II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II `� II I I I I I II II II II II I II II II II II II II II II II II II II II II II II II II II II II II I II II II II II II � II II II II II II II II II II II II II II II II II II II II II I II II � I II II II II II II II II II II II II II II II II II II II II II II II II II II II II I II � I I II II II II II IIIli II II nil I I II I III II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II � II I II II II �l cFM II II II II II II II RF BIB #I - 51/�x1O1 z c�B 24F 11 11_ I I N/LGT rAIIIIIIIIII /CO I1IIIIII�IIIIIII IIIIIIllIII IIIIIIIIIIIIIIIIIIII IIIIIIIIIII IIIIIIIIIII .T.O 4 NIIIIIIIII II1IIII1II1IIII1 10x16r1G Ex15Tl IIIIIIIIIIIIIIII IIIIIIIIIIIIIIII IIIIIIIIIIIIIIII IIIIIIIIIIIIIIII IIIIIIIIIIIIII IIIIIIII IIIIIIII IIIIIIIIIIIIIII IIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIII IIIIIIIII IIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIII IIIIIIIII EADE EPA PIP DIIIIIIII MR BLIIIIIII �IIIIIII — EXISTC RIDG IIIIIIIIII IIIIIIIIII IIIIIIIIIIIIIIII IIIIIIII IIIIIIIIIIII IIIIIII IIIIIIIIIIIIII �I IIIIIII IIIII SD-�-IIIIIII =II= 110V S11 III II III v.D I IIIIIlIIII I Ia'aIIIIIIllIII EqII� ° II II II II II II I� II II II II II II II IIIIIIIIIIIIIIIIIIII II I1 II II II II IIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIII IIIIIIIIIII I Ili W14 II II II II 11, II II II II II II II II II III II I II II II II II II 11 11 II II ""' 11 liv 11 11 11 11 11 11 11 11 11 111 11 11 11 11 11 11 11 11 I11 11 9 00II 11 11 11 11 11 11 I11 11 II 2 RF S�LAM #2 II DI 11 4X6 F I � 3 0 BRF B AM4 4X ESr1NG II II I I I I I I I I I 11 11 11 11 11 11 STING I I I I I I I I EX1� 11 11 11 I I 11 I D#I FkDEI11 D _ HFAI% ER I �11 � I I JFF F� FL OOF;� FLAN COTE 5 I. ALL WINDOWS SHALL COMPLY W/ W.S.E.C. FRAMERS TO VERIFY R.O. 2. VENT ALL FANS AND DRYER EXHAUST TO OUTSIDE. PROVIDE 2x BLOCKING EACH SIDE OF FAN, FOLD BLOCKING 1/4'' UP FROM GWB, 3. TOILET P,4f=ER DISPENSERS TO BE MOUNTED �@ 27" AAF.F, (TYP.) 4. ALL TOWEL BARS MOUNTED 'a 42'' AFF. UNO. S. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIM's. VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. (o. CC- CARBON MONOXIDE ALARM $ SMOKE DETECTOR 1, O IIOV SMOKE DETECTOR W/ BATTERY BACKUP AND W/ INTERCONNECTED PER, R 314 I.R.C. 0. SHOWER WALLS SMALL BE WATERPROOF TO A MIN. 12" A.F.F. 9. ALL BATHROOM GLAZING INCLUDING WINDOWS WITHIN 60" OF A STANDING OR A WALKING SURFACE SHALL HAVE SAFETY GLAZING. roof framing plan 1 /4" = 1'-0" — . . m UNDER FERMIT = i I Io =Ef;;�MIT ISSUED ON- 0130�21 ■ EXISTING NDR" ±4'-5 1/2" 2'-1" 1'-5" 5'-3 1/2" 20 30 SIB 20 Ib P R. 4X34 SaP o 10 CFM S OWE o FAN VTO 0 , closet 3'-O" — II I� 24" T.B. m. bath = 0 2a T. L L" 2 a v i0 GFM m v m F /LCxLu T O 24 2a.0. T.P. n 6'-g 1/2" NOT FART OF THIS FERMI T DI 26 m. bdrm deck DECK WITH EXISTING COVER. COVER AND WALLS TO BE REMOVED AND REPLACED WITH HANDRAILS AT 36" SEE DETAIL X/XX 26 20 �40 SIB 10 16 P 2'-9" 5'-II 3/4" 5'-113/4" 00 � bath 2` ono n L �\ hall 26 l5) 24" SHELVES 3'-1 " 1 1 11 sitting I F-- n EGRESS 20 �405H 40 �40 XO 4'-6 1/2" a2'-g" main floor plan 1 /4" = 1'-0" 1�1 kitchen UNDISTURBED bdrm 2 UNDISTURBED EGRESS LEC3ENE) — - PROPOSED WALLS EXISTING WALLS TO REMAIN EXISTING WALLS TO BE REMOVED NO 24' -0" 20'-5 1/2" 3'-3 1/2" deck dining deck UNDISTURBED N ly m sy t— it RESUB Nov 16 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT z O s= e� v Q z Z � � o Q� �a 2018 IR C � y.� L M .• ---� � III � � II N� ILI II I�I II L U LL 7 W llJL CA LLA n// "A FILE NO. —42 0 P.T. 4 PE NOTE: GUARD RAIL NOT REQUIRED WHEN GRADE IS 50" OR LF-55 FROM DEGK NOTE: (5) 8d FINISH TOENAIL, EACH MEMBER TO P05T. PREDRILL TO AVOID SPLITTING CEDAR 6X6 POSTS, BTM FLUSH W/BTM OF JOISTS, MAX SPAN -7'-1" CEDAR 2X3 RAIL GAP (2) 5/4X4 @ TOP 4 BOTTOM OF PICKETS CEDAR 2X2 PICKETS g 4" O.G. CEDAR 5/4 DECKING P.T. BLOCKING ++ OVER BEAM 2X4 GUSSE' NAILED EA. SIDE P.T. POST GUAfRE)fRAIL SECTION 1/ II _11_fyj II 2 SCE THAN 1-7//4'' AND N7f GREATER THAN 2" CROSS m SECTIONAL DIMENSION. CONTINUOUS HANDRAIL Q 4 34" TO 38" ABOVE N06ING PER I.R.C. R3115. ul Al\BTWN 0 4" MAX. OPENING n POSTS Q r / A3S CLIP, T`r'P. LLI _ (3) 2x12 STRINGERS 1/2" G W5 'a AREA O 10 / BENEATH STAIRS. o w RE / x 8 RISER co Z / Q � / 1 1/8" TREAD / 2x4 NAILER - ly m q / FIREBLOCKINGx REQ'D ly ALONGx STRINGxER BETWEEN EACH STUD. 2x4 THRUST BLOCK 5T 1 5 C�10 FLASHING JOIST HANGER PER. PLAN START LEDGER $ JOISTS I" BELOW MF JOISTS (5) SIMPSON 505 4" DIA. X 5 1/2" SCREWS (� 8" O.G. TO RIM JOIST. PROVIDE 2" MIN. EDGE DISTANGE $ ROW SPAGING. PT 2x HF#2 LEDGER (DEPTH TO MATCH DECK JOIST) RAISED STEM WALL's USE HOT DIPPED GAL\/. 1/2" DIA. KWIK BOLT w/ MIN. 5-1/2" EMBED. DEPTH © 12" O.G. LIDGFR [DETAIL I/Z Sc/ I I_ 1 1_ 0 11 2X6 1-1/4" MIN. WIDTH RIM PER PLAN - E D772Z TENSION TIE PER PLAN (® 2 LOCATIONS) FLOOR JOIST X 2X6 PONY WALL �t m r EXISTING FOUNDATION NOT USED NTS ■ xc� c.�vrv� K' 1L vvi DUTED FINGER RIP 4 EA. SIDE. K2 CEDAR PICKETS PAGE 50 THAT 4" �P 4NNOT PASS THRU) K2 CEDAR GLETE T. 5x12 STRINGER <12 SUNWOOD ZEAD MP50N TAZG TAIR ANGLE NOTE: HANDRAIL NOT REQUIRED AT STAIR FLIGHT OF 5 OR FEWER RISERS STA I FR SECTION I/2 Sc/ II-11_fyj 11 DECKING PER PLAN DBL 2x JOISTS PER PLAN — (10) 16d TOENAILS AT EACH STRINGER (5 ON EACH SIDE) 5x12 STAIR STRINGER LINE OF STAIRS F— (2) 1 X 6" LAG BEHIND STRINGER I SCREWS FROM THE BAGK OF THE DBL JOISTS INTO THE END GRAIN OF THE J STRINGER (EA. STRINGER) STfRING f;R 111-11_011 DOUBLE TOP PLATE RICzID INSULATION 4x HEADER PER PLAN RIPPED 2x NOTE: PREDRILL W/ 16" BIT FULL DEPTH. USE SOAP OR OTHER T"'f, H,4E:)Ef;R FfRA�-I1NG (5) 8" DIA. X 4 2" LONG LAG SCREI W/STANDARD WASHERS EACH E OF BLOCKING JOIST PER PLAN CEDAR 6X6 POS MAY BE LOCATE ANYWHERE BETW JOISTS - DO N07 NOTCH FOR FIT f JOIST. (2) 4" THROUGH BOLTS W/2" DIA. WASHERS. JOIST PER PLAN (5)55"DIA.X6"L LAG SCREWS W/ 14" DIA MIN. WASHERS - (2) LOCATIONS. JOIST PER PLAN RIM BOARD PER PLAN BLOCKIN FAFRAL L L FOST CONN, 111-11_011 LADDER REQUIRED FOR WELLS DEEPER THAN 44", LADDERS OR RUNGS SHALL HAVE AN INSIDE WIDTH OF AT LEAST 12'' SHALL PROJECT 3" FROM THE WALL. AND BE SPACED NOT MORE THAN 1&" ON CENTER VERTICALLY FOR THE FULL HEIG;PT OF WINDOW WELL, PER SRC R310.2 8 R310.2.1.1. 9 S.F. MIN. NET CLEAR OPENING. 2X(o FURR WALL, TYP. W1 R-21, 1/2" AIR GAF MASONRY WALL P.T. � NOT USES �/ =1 —0 q IF WELL IS LESS THAN 30'' USE ALT. 0 REMOVEABLE GRATE. TOP OF W,4LL �SR E) rr�ir�ir��r FOUNDATION WALL rr��> PER ENGINEER IF WALL IS GREATER THAN 44" DEEP, LADDER IF WINDOW WELL IS GREATER THAN 44" DEEP, ANCHOR LADDER USING "SIMPSON EPDXY" AS REOID, � DRAIN, TYI-. R-10 - 2' HORIZ.88 GRAVEL, TYP. SLAB TYP. �I DOW WELL DETAIL is =1 - 0 11 LII I I I JJ lu PREDRILL W/ 16" BIT FULL DEPTH. USE SOAP OR OTHER LUBRICANT TO FACILITATE INSERTION GEDAR 6X6 POST MAY BE LOCATED ANYWHERE BETWEEN JOISTS - DO NOT NOTCH FOR FIT AT JOIST. BLOCKING (5) 8" DIA. X 4 2" LONG LAG SCREWS W/STANDARD WASHERS, 4" EDGE SPAGING TOP AND BOTTOM, REMAINDER AT MID DEPTH - (2) LOCATIONS. (2) q" THROUGH BOLTS W/2" DIA. MIN. WASHERS. (5) e" DIA. X 6" LONG LAG SCREWS W/ 1 4" DIA MIN. WASHERS, TOP AND BOTTOM SPAGING FROM EDGE REMAINDER EVENLY SPACED - (2) LOCATIONS. JOIST PER PLAN E3 F fRFe FOST CONNECTION 111 _ 11-0 11 RESUB Nov 16 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT z 0 ox v E� Q z v z < ° Q 4 - z 2018 IR C 0 � IIUIIi�I II bO i IIII IIIIII II I�III II 0 Lu Z �I Jd c) FILE NO. _42 SHEET FASTNER SPACING TABLE JOIST SPAN FASTENER SPACING UP TO 8' ONE ROW T&B AT 16" OC 8' TO 12' ONE ROW T&B AT 12" OC 12' TO 16' ONE ROW T&B AT 8" OC 16' TO 20" TWO ROWS T&B AT 12" OC TABLE NOTES: 1. JOIST SPAN IS THE DISTANCE FROM THE DECK LEDGER TO THE CENTER OF THE FIRST BEAM THAT IS PARALLEL TO LEDGER 2. IF 2 ROWS TOP AND BOTTOM (T&B) ARE REQUIRED, OFFSET THE ROWS 3/4" AND OFFSET THE COLUMNS 3/4" CENTER 44 POST ON EXISTING WALL USE BC4 POST CAP AND BC40 POST BASE FASTEN BASE WITH (2) 1/42" TITEN CONCRETE SCREWS, TYPICAL 4 POSTS I II II II II III II II II li II II II II I II II II II II II I II II II I II li P II I II II II II �I I ------------ I I II I li II I I II II II II li II I II II II I II I' i, II I II II II II li II I II II II I II P P II II I II II II II I! II II II II I �� II II I I II II II II P I U II II II P II III I LL==L J ----�I P P II P P II P P II I� II II II II II I ___-- i P P II P P II P P I� li II II II II II -===�1 I' P II P P II P P P P II II II II II I li li II li li II li li II li I' II II II II II _I li li II li li II li li II li I' II II II U fl I DECK FRAMI NG PLAN � 6" _ SPACING PER (1) TABLE (2) 1 .I SECOND ROW T&B IF REQUIRED 8" MINIMUM 3/4" �. � 11,11r, B IIIIII Illilll II IIIIII (2) (4)— (5) M EXISTING CONCRETE WALL CONTINUOUS 410 PT BEAM KNEE BRACES EACH SIDE PER DETAIL 202 II U O cLJ Q � V7 N ~ o o N � DBL JOISLLL _LLL I II II II II II I� f �� �� II li U II I' I II II II II II U I �� �� II II II II P II II II II II P I �� �� II U li II P I II II II II II P II �� �� II P P II �I I II II II II II I� II ' I II II II II I � � i I' I II II II II P U '� I P P I I' II II II II li li III�II I� li I I' I II II II II li li III,�II li li I li I II II II II li li III. ,,,II P P I II II II II P li � I P P II P I II li li II li I' II I I I II U II II U li IIIII II II IIIII II II II II NOT IN SCOPE OF WORK, THIS WORK UNDER SEPARATE PERMIT NOTES: 1. DECK RIM JOIST 2. 4" SIMPSON SDWS TIMBER SCREWS 3. SIMPSON DTT2Z DECK TIES, A MINIMUM OF 2 SETS REQUIRED. LOCATE DTT2Z A MINIMUM OF 1 FOOT AND A MAXIMUM OF 3 FEET FROM EACH END OF DECK LEDGER. MAXIMUM DISTANCE BETWEEN DTT2Z'S IS 16 FEET 4. LU TYPE HANGER EACH JOIST 5. WHERE JOISTS ARE PARALLEL TO WALL USE 1 DTT2Z DECK TIE END AT EXTERIOR AND INSTALL 4x BLOCK WITH LS70 CLIP EACH END AT INTERIOR, USE PLATE WASHER AT BLOCK FOR THREADED ROD AND NUT NOTE: LENGTH OF SIDS SCREW IS BASED ON 41 PENETRATION INTO FRAMING MEMBER AT WALL, LONGER SCREWS MAY BE REQUIRED. IF FRAMING MEMBER AT WALL IS LESS THAN 21" THICK DECREASE SPACING IN TABLE BY: MEMBER THICKNESS / 21 /A\ II II 7I ir""r-, 7 T- I- II II r..................... � Hardware and fasteners in contact with ■ preservative -treated wood shall be of hot -dipped zinc galvanized steel, ■ stainless steel, silicon bronze or copper. I In the absence of manufacturer's recommendations a minimum of ASTM A 653 PT 2x12 TREADS type G185 zinc -coated galvanized steel, or equivalent, shall be used. I IRC R317.3.1 IBC 2304.10.5.1 ■ L. ..................... PT 412 STRINGERS WITH TA10Z ANGLE UNDER TREADS ML28Z ANGLE WITH 1/422" SIDS SCREWS VERTICAL STRINGER TO DBL JOIST EACH SIDE (2 ANGLES TOTAL) 44 POST OKAY TO USE PRECAST 8"x8" PAD, REMOVE ALL TOP SOIL UNDER PAD PT LEDGER FASTEN WITH (2) 4" SDWS SCREWS AT 16" OC. USE 3 DTT27 DECK TIES co z 0 SQ �, ce J 0 o w o Q 0 cn W 0 Off LU W w a W p w a) =3 o z CD CD Q U 04 S CALE: /41' = 1'-0 z w SHEET NOTES: (2) 1. HARDWARE CALLOUTS ARE PER SIMPSON EQUIVALENT HARDWARE OKAY. w 2. ALL BRACKETS IN CONTACT WITH PT LUMBER SHALL BE Z-MAX OR HOT DIPPED GALVANIZED. C U 3. DECK LOADS ARE 10 PSF DEAD AND 60 PSF LIVE. w 4. LATERAL DESIGN BASED ON SDS = 1.025 0 (5) 5. ALL DESIGN BASED ON 2018 IBC. NOTES: 1. BEAM PER PLAN 2. POST PER PLAN 3. 44 KNEE BRACE CENTERLINE 4. 5/8x9" LAG SCREW COUNTERSINK TO FLUSH 5. 1/2" THRU BOLT COUNTERSINK TO FLUSH RESUB Nov 16 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DRAWN BY: DJC DATE: 09-13-2021 SCALE: AS NOTED PROJECT NO.: 21-172 SHEET NUMBER S1.1 FO )1_ DECK ATTACHMENT SCALE: NTS DO2KNEE BRACES SCALE: NITS SHEET 1OF1