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APPROVED ENG PLN BLD BLD2021-0628+Architectural_Plan+5.4.2021_4.38.51_PM+2179254- WOOD CONSTRUCTION, I ' GRAVITY LOADS: STUD 2x4, 2x6, 3x4, 3x6 HEM -FIR, DF 2 '''' ROOF DEAD LOAD: 15 PSF SILL PLATE 2x4, 2x6, 3x4, 3x6 HEM -FIR ROOF LIVE LOAD 25 PSF (snow) POST/COLUMN 4x DF #1 FLOOR DEAD LOAD 15 PSF POST/COLUMN 6x DF #1 FLOOR LIVE LOAD 40 PSF JOISTS 2x8 - 2xi2 HF 2 DECK/BALCONY 60 PSF BEAMS, HEADERS 4x6 to 4x12 HF 1 PARTITION LOADS 10 PSF GLU-LAMS (GLB) top fiber bott fiber stress Fc .24F-VA 1200 psi 2400 psi, 201E IBC 24F-V8 2400 psi 2400 psi (at cantilever) 2018 IRC PARALLAMS 2.0E UNO 2018 IMC ROOF SHEATHING. install mire. +h" CDX plywood (32/16) or 7 2018 IFC FIRE CODE /16u' OSB sheathing. Nail all supported' edges and 2018 FUEL GAS CODE boundaries with Sd at 6" o.c.. interior supports with 10d @12" o.c. blocking not required, 2018 UPC FLOOR SHEATHING: iurrrrrrurueurwrrwrwwruwruwwrwewararaurawrrwwurrwewauwrwrrruraaurrr 2018 WSEC Install min. 23/32" T&G Sturd-i-Floor(24" o.c.) .� ELEC CODE: WA STATE L&I sheathing. Glue /nail all supported - edges/boundaries w? 8d @ 6" oc. and interior supports w/10d @12" o.c. blocking not required. ALWAYS USE QUALITY WOOD MEMBERS WITH NO SPLITS, KNOTS • METAL CLIPS, ETC TO BE SIMPSON STRONG TIE. NAILING PER l ALL WORK SUBJECT MANUFACTURER. SEE ENGINEERING FOR BOLTS. TO FIELD . ALL WOOD IN' CONTACT WITH CONCRETE SHALL BE INSPECTION F O R PRESSURE TREATED (PT)PER AWPA STANDARDS FOR WESTERN SPECIES. C DE COMPLIANCE + BOLTS, NUT, SCREWS USED IN EXTERIOR APPLICATIONS/ WITH PRESSURE TREATED MATERIAL SHALL BE HOT- DIPPEDGALANIZED. (ASTM A153 STAINLESS STEEL) • HOLD DOWN DEVICES COATED WITH CORROSION PROTECTION PER ASTM A 123. `Z-MAX- APPROVED CONCRETE COMPRESSION PLANS MUST BE IN 28 DAYS SACK MIX SLAB -ON -GRADE (INTERIOR) 3000 PSI ON JOB SITE SLAB -ON -GRADE (EXTERIOR) 3000 PSI BASEMENT WALL 2500 PSI FOOTINGS 2500 PSI CONT FOOTINGS 2500 PSI APPROVED BY PLANNING REBARs. IRC R 4040.3.3.71 #4 OR LESS GRADE 60, 4 May •19 2021 #5 OR GREATER GRADE 60 SMOKE DETECTORS IRC 314 WASHINGTON ADMINISTRATIVE CODE 212-10. IN ALL NEW CONSTRUCTION/REMODELS REQUIRING A PERMIT. MUST INSTALL APPROVED UNITS. LOCATIONS: IN EACH SLEEPING ROOM OUTSIDE SLEEPING AREAS (AT LEAST 3 FT) ON EACH HABITABLE FLOOR IN GARAGES optional. NOT BATTERY. RANGE: ABOUT 15 FEET, ALL ALARMS INTERCONNECTED. NEW CONSTRUCTION: WIRED TOGETHER RENDVATIONS: AFTER 12/1980 : HARD WIRED BUILT AFTER 7/1992 ALL BEDROOMS CARBON MONOXIDE ALARMS IRC 315.1, RCW 19-27-530 ; REQUIRED IN ALL HOMES WITH FOSSIL FOEL BURNING APPLIANCES and ATTACHED GARAGES WITH DOOR BETWEEN. REQUIRED OUTSIDE SLEEPING AREAS OF HOMES w/in 10 FT. INSIDE BEDROOMS WITH GAS FIRED APPLIANCES (fireplace) ON EVERY LEVEL.. i HARD WIRED. NOT PLUG IN. COMBO WITH SMOKE ALARMS : OK IF OWNER OCCUPIED BEFORE 7-2009 MUST INSTALL BEFORE SALE OF HOME. OWNER/CONTRACTOR IS -RESPONSIBLE FOR OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING EROSION CONTROL AND DRAINAGE ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY UTILITIES MAY REQUIRE A SEPERATE PERMIT. . DESIGN CRITERIA N18 IRC, CONSTRUCTION TYPE: VB OCCUPANCY R 3 SEISMIC DESIGN D 1 WIND SPEED 85/100 MPH RISK CAT II EXPOSURE B /C / D SNOW LOAD 25 PSF FROST LINE DEPTH 18 IN. WINTER TEMP 27 DEGREES ICE BARRIER REQ No ANNUAL MEAN TEMP 50 DEGREES ASSUMED BEARING SOIL: 2000 PSF (AT NEW FOUNDATIONS) I F , TRUSS NOTES • STRESS ANALYSIS / DRAWINGS/DETAILS SHALL BE STAMPED BY ANAPPROVED STATE of WASHINGTON REGISTERED ENGINEER. • PRE -MANUFACTURED TRUSSES SHALL BE IDENTIFIED BY MANUFACTURES STAMP. • USE APPROVED / APPLICABLE TRUSS SUPPORT HANGERS • ALL ROOF TRUSSES SHALL BE SO FRAME AND INTO THE FRAMEWORK SO AS TO FORM AN INTEGRAL PART OF THE WHOLE BUILDING. ROOF TRUSSES SHALL HAVE JOINTS WELL-FITTE AND SHALL'HAVE ALL TENSION MEMBERS WELL TIGHTENED BEFORE ANY LOAD IS PLACED ON THE TRUSS. DIAGONAL /SWAY BRACING SHALL BE USED. • ENGINEERING DATE/DETAILS SHALL BE APPROVED BY THE BUILDING OFFICIAL BEFORE ANY FIELD CUTS OR TRUSS ALTERATION. • FIELD IDENTIFICATION OF LIGHT METAL PLATE -CONNECTED TRUSSES IS REQUIRED. INFORMATION BRANDED MARKED f GENERAL CONSTRUCTION NOTES: ALL WORK MUST COMPLY WITH ALL CURRENTLY ACCEPTED CODES: 2018 INTERNATIONAL BUILDING CODE (IBC) 2018 INTERNATIONAL RESIDENTIAL CODE (IRC) And. ALL OTHER APPLICABLE MECHANICAL /SAFETY CODES. I. ALL MATERIALS AND WORKMANSHIP SHALL CONFORMS TO THE REQUIREMENTS OF THE DRAWINGS, SPECIFICATIONS AND NOTES, 2. DIMENSIONS ARE TO FACE -OF -FRAMING. DO NOT SCALE DRAWINGS. FIELD ERIFY BEFORE CONSTURCTION or ORDERING SPECIFIC_ MATERIALS. INFORM DESIGNER OF DISCREPANCIES. 3... VERIFY EXISTING CONDITIONS, GRADES, AND DIMENSIONS AT THE SITE. LOCATION OF BUILDING ON PROPERTY. LIES WITH THE OwNER/CONSTRACTOR, BUILDING PERIMETER AND FLOOR ELEVATIONS SHALL BE ESTABLISHED. BUILDING SET -BACKS AND HEIGHT RESTRICTIONS COMPLIANCE SHALL BE VERIFIED BY CONTRACTOR. 4. LICENSED SURVEYOR SHALL VERIFY EXCAVATIONS/ HEIGHTS IF REQUIRED or NEEDED. 5. COMPETENT EXPERIENCED MECHANICAL ENGINEER, LICENSED CONTRACTOR OR PLUMBER SHALL DESIGN THE PLUMBING, HEATING, VENTILATION, SPRINKLER AND AIR CONDITIONING SYSTEMS. PERMITS FOR ALL WORK GATHERED BEFORE BEGINNING. 6. FURNACE and WATERHEATERS: INSTALLL PER WSEC 2018, IRC or LOCAL CODES. WHEN GAS APPLIANCES LOCATED IN GARAGES ALL PILOTS, BURNERS, SWITCHES LOCATED A MINIMUM OF 18 INCHES ABOVE FINISHED FLOOR. PROVIDE SYSTEM FOR ADEQUATE COMBUSTION AIR, SUCH APPLIANCES IN GARAGES TO BE PROTECTED FROM DAMAGE with BOLLARDS-/ BARRIERS. 7. DUCT ALL FANS, VENTS, DRYER AND RANGE HOODS TO OUTSIDE, INSULATE IN UN -HEATED SPACES. 8. ,KITCHEN VENT FANS OVER 399 CFM TO BE PROVIDED WITH MAKE-UP AIR AT APPROX THE SAME EXHAUST AIR RATE, M1053.4 9., WHERE REQUIRED ROOF/FOOTING DRAINS SHALL BE TIGHT -LINED SEPARATELY TO APPROVED DISPOSAL. STORM DRAINAGE CONTROL SHALL MEET THE REQ, of the LOCAL ENGINEERING DEPT STANDARD PLANFOR THE JURISDICTION GOVERNING THE CONSTRUCTION SITE. 10. PROVIDE FURRINGS, AS REQ TO CONCEAL MECHANICAL/ELECTRICAL WORK IN ALL FINISHED AREAS. OBSERVE CODES FOR FIRE BLOCKING, INSULATION FOR SITE. 11. VERIFY TYPE, MANUFACTURER AND LOCATION OF ALL PLMBING FIXTURES, FAUCETS, DOORS, WINDOWS, e 4 E 0 N L ta r Z n Ou+� < Nrd F ' I CABINETS HARDWARE, LIGHT. i V OR OTHERWISE PERMANENTLY AFFIXED TO EACH TRUSS AND 12. APPROVAL OF FIXTURES and APPLIANCES WITH OWNER U SHALL CONTAIN: IDENTIFICATION OF TRUSS CO. PRIOR TO PURCHASEANSTALLATION, r.a....a.arwrrw.....rraarr......rrwaaww....rrrw.w...r...r■rrwa.rr.a......rrrs. a THE DESIGN LOAD 13.OBSERVATION VISITS TO THE SITE BY DESIGNER/ C REPRESENTATIVES SHALL NOT BE CONSTRUED AS i o THE -TRUSS SPACING. INSPECTION NOR APPROVAL OF CONSTUCTION. 14. ALLL WORKERS ON SITE SHALL BE KNOWN TO I 1 • CONTRACTOR AND SAFETY A FIRST PRIORITY. ALL OSHA WHENEVER POSSIBLE USE AMERIGW MADE PRODUCTS IN YOUR CONSTRUCTION PROJECr. KEEP OUR FELLOW CITIZENS WORKING. City Of Edmonds. Building Department -------------------------- Work DECK --------------------------------- .--------------------------------------------- Address 615 WALNUT ST ------------------------------------------------- -------------------------------- Owner BULLOCK Approved Dater 5-14-2021 Building Official: Erica C 4-ter -- ---- Permit Number BLD2021-0628 ---------------------------------------- CALL BEFORE YOU DIG! WWW.CALLBEPOREYOUDIG.r_om 6IAL:811 TIM CONTRACTOR SRALi. VERIFY i ALL DUMMONS AND CONDMOM IN THE FIELD PRIOR TOCONMUCITON. ALL DISCREPANCIIIS SHALL BE ItEPOR• EDTATHEDESIGNEPL DO NOT SC l L7s" DRAWZVGS RULES ADHERED TO. C 15. WHEN IN DOUBT ASK! S E rr REVISI'ON o I` DEFINITIONS 3/l./20?2. FOOTINGS: FOUNDATIONAL SUPPORT, USUALLY MASONRY L LIVE LOADS: LOADS PRODUCED BY USE/OCCUPANCY OF STRUCTURE DEAD LOADS: WEIGHT OF ALL MATERIALS OF CONSTRUCTION INCORPORATED, INCLUDING FLOORS, ROOF, U WALLS ETC. NOT'FURNITURE.. - 2 ROOF LIVE LOADS: DURING MAINTENANCE THE LOAD PRODUCED BY WORKERS EQUIPMENT MATERIALS. ' ENGINEERING -DIVISION FRAMING: SKELETON OF BUILDING, INTERIOR/EXTERIOR APPROVED AS NOTED WALLS, FLOORS, ROOFS. MY Wao,"t 05/20/2021 PLATE: HORIZONTAL FRAMING MEMBER AT TOP/BOTT OF ' WALL STUDS. RECEIVED STUD: VERTICAL MEMBER'OF FRAME WALL, AT ENDS' Applicant shall repair/replace all AND EVERY 16 OR 24 *INCHES ON CENTER. May 0 2021 damage to utilities or frontage clTv of DMONDS improvements in City right-of-way JOIST ONE OF A SERIES OF PARALLEL FRAMING DEVE10 IT SERVICES per city standards that is caused or DEPA TMENT occurs during the permitted project. MEMBERS THAT SUPPORT A FLOOR OR CEILING. _ f -- '� •2rDii w ©CONS R N , GRAVITY LOADS: DESIGN CRITERIA 2018 IRC. . I . STUD 2x4, 2x6, 3x4, 3x6 HEM -FIR, DF 2 ROOF DEAD LOAD: 15 PSF CONSTRUCTION TYPE:. VB GENERAL CONSTRUCTION. NOTES: 1 SILL PLATE 2x4, 2x6, 3x4, 3x6 .HEM -FIR ROOF LIVE LOAD 25 PSF (snow) OCCUPANCY R 3 D CODES ALL WORKMUSI'COMPLYW MAU CURREMI.YACCEPTE: POST/COLUMN 4x DF #1 FLOOR DEAD LOAD 15 PSF SEISMIC DESIGN D 1 2018INTERNATIONAL BUILDING CODE (IBC) POST/COLUMN fix DF #1 FLOOR LIVE LOAD 40 PSF WIND SPEED 85/100 MPH 2O18 INTERNATIONAL RESIDENTIAL CODE (IRC) 2x8 - 2x12 HF 2 DECK/BALCONY 60 PSF RISK CAT II And. ALL OTHER APPL;ICABi.:E MECHANICAL/SAFETY CODES.: r a ] GISTS 1. ALL MATERIALS -AND WORKMANSHIP SHALL CONFORMS • BEAMS, HEADERS 4x6 to 4x12 HF 1 PARTITION LOADS 10 PS F EXPOSURE B /C / D. To THE REQUIREMENTS of THE DRAWINGS, vs AND NOTES, L -LAMS GLB to fiber bott fiber stress Fc G U ( � P SNOW LOAD 25 PSF 2.: DIMENSIONS ARE TO FACE -OF -FRAMING: D0 NOT SCALE DIMENSIONS .24F-VA 1200 psi 2400 psi, 2018 IBC FROST LINE DEPTH 18 IN. DRAWINGS. FIELD ERIFY BEFORE CONSTURCTION.or + ORDERING SPECIFIC MATERIALS. INFORM DESIGNER OF U 24F-V8 2400 psi 2400 psi (at cantilever) 2018 IRC WINTER TEMP 27 DEGREES DISCREPANCIES. 3.; VERIFY EXISTIN"G CONDITIONS, GRADES, AND.. `- N E c o pARALLAMS 2.0E UNO 2018 IMC ICE BARRIER REQ . No DIMENSIONS AT THE SITE. LOCATION OF BUILDING ON PROPERTY -LIES WITH THE OWNER/CONSTRACTOR. L ROOF SHEATHING: install min. W" CDX,plywood (32/16) or 2 2018 it=C FIRE CODE ti ANNUAL MEAN TEMP 5O DEGREES BUILDING PERIMETER AND FLOOR ELEVATIONS SHALL BE 0 c ESTABLISHED. BUILDING SET -BACKS AND HEIGHT /16U' OSB sheathing, Nail all supported edges and 2018 FUEL GAS CODE ASSUMED BEARING SOIL: 2000 PSF RESTRICTIONS COMPLIANCE SHALL BE VERIFIED BY boundaries with 8d at fi" o,c.. interior supports with 10d @12 „ SU � �-,� r 0. c. blocking not required. 2018 UPC (AT NEW FOUNDATIONS) f - 4. LICENSED _SURVEYOR SHALT. VERIFY EXCAVATIOLVS/ LICENSED FLOOR SHEATHING: 2015 WSEC HEIGHTS IF REQUIRED or NEEDED. S. COMPETENT EXPERIENCEDMECHANICALENGINEER, OUj .aa.■raarraara■rrarsrrrrrarrrrrarrrraaarrrar■rrerrrrrrrrarr.aaarrarrarrrrrrrr Install min. 23/32" T&G Sturd-i-Floor(24" o.c.) ELEC CODE: WA STATE L&I LICENSED CONTRACTOR OR PLUMBER SHALL DESIGN THE PLUMBING, HEATING, VEN71LATION,..SPitiNKLER AND AIR Z a sheathing. Glue /nail all supported — �. } CONDITIONING SYSTEMS, PERMITS FOR ALL WORK . edges/boundaries w? 8d @ 6„ OC. and interior � . GATHERED BEFORE BEGINNING. . .6. FURNACE and WATERHEATERS: INSTALL.L PER WSEC 2018, supports w/10d 012" o.c, blocking not required. IRC or LOCAL CODES. WHEN GAS APPLIANCES LOCATED ! IN GARAGES ALL PILOTS, BURNERS, SWITCHES LOCATED ALWAYTRUSS USE QUALITY WOOD MEMBERS WITH NO SPLITS, NOTES .. i A MINIMUM OF.18 INCHES ABOVE FINISHED FLOOR. .. . KNOTS • STRESS ANALYSIS / DRAWINGS/DETAILS SHALL BE STAMPED PROVIDE SYSTi=M FOR ADEQUATE COMBUSTION AIR. SUCH APPLIANCES IN GARAGES TO BE PROTECTED FROM • METAL CLIPS, ETC TO BE SIMPSON STRONG TIE, NAILING PER BY ANAPPROVED STATE of WASHINGTON REGISTERED DAMAGE with BOLLARDS/ BARRIERS. MANUFACTURER. ENGINEER. 7. DUCT ALL FANS, VENTS, DRYER AND RANGE HOODS TO • SEE ENGINEERING FOR BOLTS, • PRE -MANUFACTURED TRUSSES SHALL BE IDENTIFIED BY OUTSIDE. INSULATE IN UN -HEATED SPACES. * ALL WOOD IN CONTACT WITH CONCRETE SHALL BE MANUFACTURES STAMP. 8. ,KITCHEN VENT FANS OVER 399 CFM TO BE .PROVIDED PRESSURE TREATED (PT)PER AWPA STANDARDS FOR • USE APPROVED / APPLICABLE TRUSS SUPPORT HANGERS WITH MAKE-UP AIR AT A€'PROX THE SAME EXHAUST AIR WESTERN SPECIES. • ALL ROOF TRUSSES SHALL BE SO FRAME AND INTO THE RATE. M1053.4 . BOLTS, NUT, SCREWS USED IN EXTERIOR APPLICATIONS/ FRAMEWORK SO AS TO FORM AN INTEGRAL PART OF THE � 9. WHERE REQUIRED-ROOF/FOOTING DRAINS SHALL BE � TIGHT -LINED SEPARATELY TO APPROVED DISPOSAL. WITH PRESSURE TREATED MATERIAL' SHALL BE HOT- WHOLE BUILDING. ROOF TRUSSES SHALL HAVE'JOINTS STORM DRAINAGE CONTROL SHALL MEET THE REQ ,of the DIpPEDGAiANIZED, (ASTM A153 STAINLE5S STEEL) WELL FITTE AND SHALL HAVE ALL TENSION MEMBERS WELL LOCAL ENGINEERING DEFr • HOLD DOWN DEVICES COATED WITH CORROSION TIGHTENED BEFORE ANY LOAD IS PLACED ON THE TRUSS. JURISDICTION GOVERNING THE CONSTRUCTION SITE. PROTECTION PER ASTM A 123. 7-MAX' DIAGONAL /SWAY BRACING SHALL BE USED. 10. PROVIDE FURRINGS, AS REQ TO CONCEAL • ENGINEERING DATE/DETAILS SHALL BE APPROVED BY THE MECHANICWELECTRICAL WORK IN ALL FINISHED. AREAS. CONCRETE BUIE.DING OFFICIAL. BEFORE ANY FIELD CUTS OR TRUSS OBSERVE CODES FOR FIRE BLOCKING, INSULATION FOR COMPRESSION IN 28 DAYS SACK MIX ALTERATION. SITE. 11. VERIFY TYPE, MANUFACTURER AND LOCATION OF ALL SLAB -ON -GRADE (INTERIOR) 3000 PSI FIELD IDENTIFICATION OF LIGHT METAL PLATE -CONNECTED TRUSSES IS REQUIRED. INFORMATION MARKED I PLMBING FIXTURES, FAUCETS, .DOORS, WINDOWS,. .BRANDED, CABINETS HARDWARE, LIGHT. SLAB -ON -GRADE (EXTERIOR) 3000 PSI OR OTHERWISE PERMANENTLY AFFIXED TO EACH TRUSS AND ! 12. APPROVAL OF FIXTURES and APPLIANCES WITH OWNER iW BASEMENT WALL 2500 PSI SHALL CONTAIN: IDENTIFICATION OF TRUSS CO. ......rrrrrrr..........r...r....rrrrrr.r.r.......r...rrrar..rr...........arrar PRIOR TO PURCHASE/INSTALLATION. 13. OBSERVATION VISITS TD THE SITE BY DESIGNER/ !! Q FOOTINGS 25©0 PSI ". ti THE DESIGN LOAD REPRESENTATIVES SHALL NOT BE CONSTRUED AS Z o THE -TRUSS SPACING. INSPECTION NOR APPROVAL OF CONSTUCTION. j CONT FOOTINGS 2500 PSI 14. ALLL WORKERS ON SITE SHALL BE KNOWN TO ( Z CONTRACTOR AND SAFETY A FIRST PRIORITY. ALL OSHA . RULES ADHERED TO. 15.WHEN IN DOUBT ASK! B : IRC R 4046.3.3.71 . _.. _ ..----: *4 OR LESS GRADE 60, *5 OR GREATER, GRADE'60 ! DEFINITIONS Q FOOTINGS: FOUNDATIONAL SUPPORT, USUALLY MASONRY SMOKE ©Ei'ECTORS IRC 314 CARBON MONOXIDiE ALARMS IRC 31Sr1, RCW 19-27-530 LIVE LOADS. LOADS PRODUCED BY USE/OCCUPANCY OF i.J WASHINGTON ADMINISTRATIVE CODE 212-10. REQUIRED IN ALL HOMES WITH FOSSIL FUEL BURNING APPLIANCES and STRUCTURE :. IN ALL NEW CONSTRUCTION/REMODELS REQUIRING A PERMIT. ATTACHED GARAGES WITH. DOOR BETWEEN. DEAD LOADS: WEIGHT OF ALL MATERIALS OF CONSTRUCTION W MUST INSTALL APPROVED UNITS. REQUIRED OUTSIDE SLEEPING AREAS OF HOMES w/in 10 FT. INCORPORATE©INCLUDING FLOORS, ROOF, -FURNITURE. , Z LOCATIO NS: IN EACH SLEEPING ROOM INSIDE BEDROOMS Wirth GAS FIRED APPLIANCES (fireplace) WALLS ETC. NOT, . lu OUTSIDE SLEEPING AREAS (AT LEAST 3. FT) 'ON EVERY LEVEL. ROOF LIVE LOADS: DURING MAINTENANCE THE LOAD PRODUCED BY WORKERS EQUIPMENT ON EACH HABITABLE FLOOR IN GARAGES optional. NOT BATTERY. RANGE. ABOUT 15 FEET, ALL ALARMS INTERCONNECTED. NEW CONSTRUCTION: WIRED TOGETHER RENOVATIONS: AFTER 12/1980 : HARD WIRED BUILT AFTER 7/1992 ALL BEDROOMS - 5 HARD WIRED. NOT PLUG IN. r , MATERIALS. COMBO WITH SMOKE ALARMS : OK IF OWNER OCCUPIED BEFORE 7-2009 MUST INSTALL BEFORE SALE OF CALL BEFORE YOU DIG! FRAMING: SKELETON OF BUILDING, INTERIOR/EXTERIOR WALLS, FLOORS; ROOFS. HOME. WWW.c E o� M DAL:811 RE OF VI ION PLATE: HORIZONTAL FRAMING MEMBER AT TOP/BOTT WALL STUDS. : Mar 01 2022 s STUD: VERTICAL MEMBER -OF FRAME WALL, AT ENDS CITY M ED ' DEVEtOPMEN ONDS SERVICES I AND EVERY 16 OR 24 INCHES ON CENTER. DEPART ENT + + .e .=} }�GONTRACTORRSEU �LVERRv AU D DEMOI�T$.AM - - - • •. . WFtENEVERPOSSIBLEUSE WTHEFEEMPMRY0Cfl7V UCHON. A,LMMM� MMAUBE I JOIST ONE OF A SERIES OF PARALLEL FRAMING AMERICPAMAUEPRODUCTS EBPORTEDTOTE 3DESi(iI3ER MEMBERS THAT SUPPORT A FLOOR OR CE1<LYNG. nuroURC MMUMONPROJEcr. , KW OUR FELUM Crnum wOWKG. ,�k 5u �'Ktv 3)1 Lp X Aoov E 0 Zk 10 a) I co" '1010 AALU l� ,..£AX-, dxG,sg, 6-7 0a Y4� RECEIVED May 06 2021 "Ilvolf CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT AWO u wt tou �� D�� 7'j ❑ pgit (77) CiAZA6tE_ Ei- &LAr�,Ac4E L2)2YCID 1DA'(5 ASbovF-- (s� i N01 oN WALL � d to REVISION IL Mar 01 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT e 1wL.2 o �E SEE REVISION 3/l/2022 RECEIVED May 06 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Ln 0 j p • u REVISION Mar 01 2022 CITY OF EDMONDS __.._� _ _._._.... ........--- DEVELOPMENT SERVICES DEPARTMENT C J� 2 l7p . F r r L C . .. ... ....... TIM CONTRACTOR SHALL VERIFY ALL DFVIENSIONS AND CONDITIONS IN THE FIELD PRIOR TO CONYRUC77ON. ALL DISCREPANCIES SHALL BE REPORTED TO THE DESIGNER. DO NOT SCALE DRe4WLVG.S RECEIVED May 06 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT / REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION xf 9O C{EAC}l L flD�D 6 Erie Carfeer BUILDING OFFICIAL Mar 07 2022 APPROVED DATE REVISION Mar 01 2022 CITY OF EDMONDS DEVELOPMENT SERVICES ,DEPARTMENT THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDMONS IN THE FIELD PRIOR TO CONTRUMON. ALL DISCREPANCIES SHALL BE REPORTED TO THE DESIGNER. DO NOT SCALE DRAWINGS E;�. Sheating Siding Flashing for water tightness Decking Deck joists per page 5 Approved joist hangers Pressure treated 2x ledger with fasteners per IRC 'table R507.2 Holdown device min 750# ca at 4 locations, evenly distributed deck & 1 within 2' of each end ledger. Holdown devices sha engage deck joist per hol manufacturer (slight offset allo A fully threaded 3/8" diameter lag predrilled w/min 3" penetration to top plate,studs, or header. (Existing Construction Only) 2" min. )rjoists LATERAL DECK CONNECTION FOR EXISITING DECK NTS Hardware and fasteners in contact with preservative treated wood shall be of hot -dipped zinc galvanized steel, stainless steely silicon bronze or copper. In the absence of manufacturer`s recommendations a minimum of ASTM A 653 type W85 zinc -coated galvanized steel, or equivalent, shall be used. IRC R317.3.1 IBC 2304.10.5.1 Cc��tN�G1 UiJ d� DD R.I✓i I 0 2X 10 F'L w 2x i® rf IV, Ll � ... .�J :�, L.T—::VefF—r LD S 4 XA PT i3f-AM s " LIIJI�1(i cA AIAI-If- 4%.4 Ff Pry1 FF5 4 2 x ° �IsaXi'by _I�o FOOT 5k�� I 5 WT (2)ZKIGP'r 1 rL r— C"`I 2;( 10 PT i) 12„ 4 2-'— cp ID pi G� IZtr r � �' 1�1tD1�1 �/ tl ► tr M AA-<ach °ZX I D PT L,1D6f6P— W1 _gim Rim to be attache( with a method not subject to withdraw xd STAY aL AD 4 �- x o TIF. 1. •� c �l: R.fXLAGF.. (SAM O wj (�). —F. �1e 4A- -fo 170!�' (4 K4 PT) 1 PM 41 CAr -T YF H a Z a 3 SEE ;EVISION 3/1/2022 do e&,&d 1 &'k UV& RECEIVED May 06 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT THE CONTRACTOR SHALL VERIFY ALL DRAENSIONS AND CONDITIONS IN THE FIELD MOR TO CONTRUC77ON. ALL DISCREPANCIES SHALL BE REPORTED TO THE DESIGNER DO NOT SCALE DRAWINGS Sheating Siding Flashing for water tightness Decking Deck joists per page 5 Approved joist hangers Pressure treated 2x ledger T min. with fasteners per IRC Table R5072 Holdown device min 750# capacity at 4 locations, evenly distributed along Floor joists deck & I within 2' of each end of the ledger. Holdown devices shall fully engage deck joist per holdown manufacturer (slight offset allowed). A fully threaded 3180 diameter lag screw predrilled wlmin 3° penetration to Asti Construction Only) top plate,studs, -or header. is Hardware and fasteners in contact with preservative -treated wood shall be of hot -dipped zinc galvanized steels stainless steels silicon bronze or copper. In the absence of manufacturers recommendations a minimum of ASTM A G type G185 zinc -coated galvanized steel, or equivalents shall be used.. IRC R317.3.1 IBC 2304.10.5.1 r, 1 91V X 15 I✓J�06j� L LoV.s 6 -? L.I V l 1JCn P-r ?d 5 T y/Po5 44 Z• MAY, l8 iLi 15X Lb VT& FA wAf t 2 x.1b i) l2° P1 T x >✓LA4)i LR�A rY- IUK f-- A14K>AIIII. SCREW ' " .� yD wx It" pm- FI H1fC� •SG�� tt*i KAY, LAQ12., 2-x.: it, P'f -'9016 y � �t�►��v�t n�C� L� (4) �-VENL-Y S'FA D OF 1%. W p W (0 1'9 x Erlx° �CR.4�N� OR: (b)10 d WAIV y- Ex r K wale VOW ev7 tr;�� x L'LVt�j6n x tASE4. POCZA F, - W ALA. 11 , 4* We i7T 2k$ Ellyn �T. Per.,® t. s) Zx.10 ►1 DP- 51A. x 14W MY— AZ6A � max. GiAZA6tE 1�. �- %�---. 2xlop lV"€x Rim to be attached with a BUILDING OFFICIAL method not subject to withdrawl Mar 07 2022 MMfM APPROVED DATE ft� tiWl :5 VO M 01 LF-v A ri_Y ra n k - &r REVISION -'- Mar 01 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT IN THE FIELD PRIOR TO CONTRUMON...aw rF-AM-Nve 0�' ALL DISCREPANCIES SHALL BE � REPORTED TO THE DESIGNER. DO NOT SCALE DRAWMS. It ¢j -Gd `' j t l -'- 60 it I 5rl.ArUl tz_o OF N oT To EX.Gf✓:-d rig t'o5? r Tt) ME-fAL. mo L. RAILINk (4) -; a x Yw bouvT 7 �Aaga- GiY�'C r-�Ase lFL-A-E 4K xYZ r-oI— Z�Z'"Foy T'5� ALUM roWDE�t COA-ff,17 , AT-WR To. pf c(K- ,�� � �� -72 'e A r!70L,1 (2N FIl✓A,j N(IE., -fb �FusM IKICf I2.czo�S ?�,li•�•�•77 SEE REVISION, 3/l/2022 PLATE (•ate#-�•a-flat} Zx 11) 0t,ocK-.tNq IZ.0 JolS�y l ''a.G. T F051- paj ix mouW-fWa rLkAL RECEIVED May 06 2021 GUARD RAILS CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ® REQUIRED IF DROP IS MORE THAN 30 INCHES. ® RAIL HEIGHT 36 INCHES / FLOOR TO TOP OF RAIL ® OPENINGS IN GUARD RAIL: A SPHERE 4 INCHES o IN DIAMETER CANNOT PASS THROUGH. r OPENINGS IN DIAGONAL PORTION OF RAILING: 4 3/8 INCH. a tOtl � .�. .... L, V 0 1 " a r l D fv if ffggP - iti v "I6T f 0 r,&mow -'r g ALUM Po w DE:F— C O Al 9- Al'rACR D `mil (4) �'tLx..��DoL.-rev OKI PLANGf- -fO rP-AiIIKCI N�,I,ow 6 o,�f*+ Itc Zal9 2k PL&"AP- (A) 16A co mm ooa 2 le -4 �0��1� l� ll�'`D•C 2x M o U km d we 1140E ze G-11JACZ D EAtL.9 IF DCOF l5 NCO CL� Aft 0 �t.{'GEl 9z�iL HV,16�0'f MU-4- (FLL 40 -W 4 RAIL) ®Pl✓N ii,�G& US . 00J AiZ D p wL. -A 4" D to . 5PP l ' ' C.ANl'A0T F-Ttaz.v REVISION Mar 01 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT