The URL can be used to link to this page

APPROVED REVISION SHEETS+Architectural_Plan+4.30.2021_9.29 (1)x ABBREVIATIONS LIST AFF ABOVE FINISH FLOOR FOR ENGINEER OF RECORD OH OVERHANG ADJ ADJUSTABLE EQ lEXT EQUAL P PANTRY Y ADDL 'ADDITIONAL (E) EXISTING PSL PARALLAM ALTER ALTERNATE EXTERIOR PC_ PIPE COLUMN AB ANCHOR BOLT F.O. FACE OF PLior � ( PLATE & or AND FIN' FINISH PLY PLYWOOD ,G ANGLE FIX FIXED PSF .POUNDS/SQUARE FOOT ARCH ARCHITECT FIXT FIXTURE PREMAN PREMANUFACTURED @ AT FLR FLOOR PT PRESSURETREATED AWN AWNING FT FOOT or FEET REINF REINFORCING BM BEAM FTG FOOTING RE REQ UIRED Q UIR ED or REQUIREMENT BRNG BEARING FDN FOUNDATION R RISER or RADIUS or t!G BED BEDROOM FRMG FRAMING RD ROAD' BLK BLOCK GAL GALLON RM ROOM BLKDN ` BLOCKDOWN GAR GARAGE RO ROUGH OPENING RLKG BLOCKING GLB GLUELAMINATEDBEAM _ SCHED SCHEDULE BOTT BOTTOM <GST GUEST S/W SHEAR WALL BO BOTTOM OF GYP GYPSUM BOARD SHTG SHEATHING BLDG BUILDING 'HF HEM FIR SHT SHEET CAB CABINET HNGR HANGER SIM SIMILAR CASE CASEMENT HDR HEADER SIMP "SIMPSON" BRAND CLG CEILING HGT , - HEIGHT SPEC SPECIFICATION DLL CENTERLINE HT HEIGHT S Q SQUARE 'CLR CLEAR HD HOLDDOWN STD STANDARD CL CLOSET HORIZ HORIZONTAL STIFF STIFFENER COL COLUMN HB HOSE BIB STOR - STORAGE CONF CONFERENCE HR HOUR STRUCT ' STRUCTURAL CONSTR CONSTRUCTION INSUL INSULATION or INSULATED SIP STRUCTURAL INSULATED CONT CONTINUOUS -INT INTERIOR PANEL D DRYER IRC INTERNATIONAL SUB SUBCONTRACTOR DTL DETAIL RESIDENTIAL CODE THK THICK DET DETECTOR' JST JOIST T&G TONGUE AND GROOVE 'DIAG DIAGONAL KITCH KITCHEN TBD TO BE DETERMINED DIA or4 ,DIAMETER LAUN LAUNDRY TO TOP OF. DIM DIMENSION LINOL LINOLEUM TRAP TRAPEZOID D/W DISHWASHER L LINEN T TREAD DR DOOR LOC LOCATION TDL TRUE DIVIDED LITE DBL DOUBLE MANUF MANUFACTURED or TS' TUBE STEEL DF DOUG FIR MANUFACTURER ' TYP TYPICAL DN , DOWN M MASTER LION UNLESS OTHERWISE NOTED DRW DRAWER MAX MAXIMUM UNDO UNLESS NOTED OTHERWISE DS DOWNSPOUT MECH MECHANICAL UP UP DTC DROPPED TOP CORD MSL MICROLLAM VER VERIFY €A EACH MIN MINIMUM VIF VERIFY IN FIELD ES EACH SIDE ' (N) ` NEW VSL VERSALLAM EW EACH WAY N/A NOTAPPLICABLE VERT VERTICAL E.0 EDGE OF `NTS NOT TO SCALE VG VERTICAL GRAIN ELEV ELEVATION O. C ON CENTER' W , WASHER ENGR ENGINEER OPP OPPOSITE WIN WINDOW OSB ORIENTED STRANDBOARDW/ WITH A1.1 V SHEET, COVER SHEET SHEET INDEX P- , R OJECT INFO, ABBREV LIST A2.1 MAIN LEVEL FLOOR PLAN A2.2 P U PER LEV EL EL FLOOR PLAN, DOOR &WINDOW SCHEDULES, GENERAL NOTES A2.3 ROOF PLAN �.�. A2.4 BASEMENT FLOOR PLAN, - EXISTING f A3.1 EXTERIOR ELEVATtONS TYPICAL EXTERIOR FINISHES A3.2 EXTERIOR ELEVATIONS ' W A4.1 BUILDING SECTIONS TYPICAL CONSTRUCTION SYSTEMSN _ _ _ , A5.1 MUL71-SLIDE DOOR.n AND DECK DETAIL$ O 0 � S1.1 STRUCTURAL NOTES ao rn S1.2 PLAN _ Z S2A FOUNDATION 1 T _ON & MAIN V LE EL FLOOR: FRAMING PLAN HOLDDOWN AND PAD SCHEDULES • V ao S2.2 UPPER LEVEL ROOF AND FLOOR FRAMING PLANS' SHEAR WALL SCHEDULE LO S3.1 FOUNDATION DETAILS - W vJ O S4.1 WOOD FRAMING DETAILS _ W O L S5.1 ROOF FRAMING DETAILS TT -E N THISPROJECT OJECT SHALL CONFORM TO THE 2015 INTERNATIONAL RESIDENTIAL $ ENTIAL CODE:, W W 2015 INTERNATIONAL BUILDING CODE 2015 WASHINGTON ENERGY CODE AND � A � � N O 2015 MECHANICAL CODE AND AMENDMENTS QlieU N V v� THERE I S N0- PROPOSED 'INCREASE TO THE EXiSTIN HEIGHT G GHT OF THE BUILDING - N THERE IS NO CLEARING OR GRADING PROPOSED AS PART OF THIS .PROJECT c^ 3 U) .a T- HERE IS LESS THAN30 SQUARE FEET OF NEW IMPERVIOUS AREA AS PART OF THIS PROJECT 0 C cu NEW GUTTERS AND DOWNSPOUTS TO TIE INTO EXISTING DOWNSPOUT SYSTEM zZ Q co 3 c _ GENERAL SCOPE OF PRO 1FQ_T DEMOLITION OF EXISTING ROOF OVER GARAGE AND ADDITION OF NEW SECOND STORY LIVING: J O ` "aAREA AND EXTERIOR OR DECK ABOVE GARAGE. . ,Amaxx W Ill (0 W O OWNERS., BUELL (BILL) . I (B S AND CATHY M HERZIG O T- ADDRESS: 224 SKYLINE DR EDMONDS WA 98020'I PARCEL: 0042300000500 Q/S/T/Rl: SE 24-27-03 LEGAL: LOT 59, EMERALD HILLS ACCORDING TO THE PLAT THERE OF RECORDED IN VOLUME 31 OF PLATS, PAGE 46, RECORDS OF SNOHOMISH COUNTY, WASHINGTON ACREAGE: .32 ACRES. ZONE: RS-12/PRD f SETBACKS: _ CKS. EBONY LINE 30 FEET (SETBACKS FROM EMERALD HILLS; HOA AS PART OF REAR LINE,= 25 FEET PLANNED RESIDENTIAL DEVELOPMENT PRD-1969-1 SIDES = 7.5 FEET ARCHITECT: WALLS'>& — " WEEDS, INC PHILLIP__SKIp: DEHENNIS_ 10016 EDMONDS WAY #C229 EDMONDS, WA 98020 _ 425 599-5381 PHILLIP@WALLSANDWEEDS.COM LOT COVERAGE CALCULATIONS: I nT (`0Vl=RAr1= AI I (l\A/i=n - 4koj nc 1 n-r A 0 C A _ oc v -413 -7c n n.n c.� r . Z 0 N O 0 00<, C 0 W cc o W U) N N X Date. evisions DOOR SCHEDULE MARK NOMINAL SIZE JAMB STYLE MATERIAL HARDWARE; REMARKS 1 10-0 x 9-0 N/A GARAGE VERIFY W/ OWNERS REMOTE & KEYPAD RADIUSED TOP WITH "CARRIZE 55M FINISH. SEE SHT A3.1 2 10-0 x 9-0 „ 10 25-0 x 8-0 N/A MULTI SLIDE ALUM CLAD FIBERGLASS KEYED MIN' MODERN MOLTI-SLIDEA K POCKETING COMBO. SEE PLANS & ELEVS 11 6-0 x 6-8 " SLIDING MATCH E „ 12 2-4 x 6-8 4-9/16 SWING VERIFY W7 _ OWNERS PRIVACY 13 2 2-0 x 6-8 " DBL SWING „ DUMMY 14 1 3-0 x 6-8 VIF SWING " PASSAGE NOTES 1 CENTER ALL DOORS ON WALLS OR 6" FROM WALLS U.O.N. ON PLANS (VERIFY W/ OWNERS) 21 FULL LITE EXTERIOR DOORS TO HAVE U = .28 OR LESS 3 OPAQUE EXTERIOR DOORS TO HAVE U = .20 OR LESS 4 ALL U VALUES TO BE NFRC CERTIFIED 5 ALL GLAZING IN DOORS AND SIDELITES ASSOCIATED WITH DOORS TO BE SAFETY GLAZING W o N d 0 00 - U �., WLO CO WC LO 0 ELo W -E V N V C6 N� �C �S icf W o?rl W U) WINDOW SCHEDULE W _ ao U r MARK NO MINAL SIZE STYLE MATERIAL I FA T L S C OR QUANT REMARKS .28 OR f-1 3a. HIGH EFFICIENCY I E GY HVAC EQUIPMENT. Gas fired. boiler with - 1 t minimum AFUE of f 1� 1 ...- -.. 92 /o located �ngarage ; f1below new addition. (1 .0 CREDITS n T 2. NEW HEATE D ARE TO ABE ON A STAND ALONE HYDRONICALLY HEATED w FL OOR SYSTEM. 2{ 4_ '! O _ tit VENTILAT ION NO TES 1?L� V i t3tD ' G 1. PROVIDE -� O EVENTILATION IN NEW ADDiTi ON PER CODE INTEGRATED � v WITH w 1,. THE EXIS TING F.A.U. A A OR S STAND-ALONE ATTIC CATION .�- IC VENTILATION ✓t Sc{ cL � �/� ,. I Z Del LJ �� C �' �- SYSTEM. l-- LIGHTING , G NOTES ' -. 1. A MINIMUM F o U O 7 o f - 5 / O PERMANEN TLY NTLYINSTALLED LAM PS IN LIGHTING - ......... C�� T� FIXTURE. S>. � S SHALL B 9_ E HIGH EFFICACY A ao C LAMPS - I .. -�T��`��s_�I��---IA DIMENSION NOTES 5 1. DIMENSIONS WITH + - ADJUST AS REQUIRED. NOTIFY OWNER AND ARCHITECT IF ANY �r DIMENSION. I SHOWN -AS +/- I MO RE THA N 2DIFFERENT FROM NOTED. 2. DIME NSIONS WITH E r1 X EXISTING 4 G ✓TOREMA IN THE SAME. IDro Z Wit- t ) Z � l .�1C GUARDRAIL �� f (� � U DRAtL NOTES ' 3 v .�, t7 • I� 1. G UARDRAILS WHERE REQUIRED TO BE 3 HI 6 HIGH MINIMUM WITH LE 1 � ' SS THAN 4 SPACING a .. BETWEEN INTERM EDIATE RA ILS. MATC HH E GUARDRAI L STYLE. 0 I_ GUARDRAIL ELEME NTS AND D SUPPORTING CONNECTIONS O CTIONS TO BE INS TALLED TO RESIST A r� li 200 POUN D CONCENTRAT ED LOAD APPLIED Al' THE TOP OF THE GUARD.- j � I i INFILL COMPONENTS TO BE DESIGNED TO RESIST A 50' PO UND LOAD APPLIED OVER A 12 X 12 AREA. r , U ) NEW WALL AREAS SHOWN ARE THE N C h �i CO MINIMUM AMOUNT REQUIRED. WALLS SHOWN AS EXISTING TO 1 REMAIN, MAY NEED TO REMOVED BE _ r rr 1 , ( DURING DEMOLITION. VERIFY IN FIELD. z y d /L Q ,o � V IF _ , VERIFY PRIOR TO DEMOLITION IF 5.' D d u �r m vcL-•- tLi r ANY ITEMS NOTED FOR REMOVAL ARE TO BE REUSED IN THE PROJECT (H) U V I NI Le '7. � Sly- V4 r� 1':� �, 61-1) rCz-� i'04-� z 40 -,Sa F--r, DO NOT SCALE DIMENSIONS FROM DRAWINGS. WRITTEN INFORMATION . SUPERCEDES GRAPHIC INFO. _ C X o c 3 C vv,v �\ m c) a; m a— _ z en . -r o" z r V` IM C rx (rt 1? H E R Z I G ADDITION_ 224SKYLINE DR EDMONDS WA, 98020' Walls & Weeds,inc., RESIDENTIAL ARCHITECTURE & LANDSCAPE DESIGN 10016 Edmonds Way Suite C229 Edmonds WA 98020 www.wallsandweeds.com 425 599-5381 .1 ppl- w 0 /Y {1� N O 00 z r Q r, U2 c wLO 1- W o _ a W 0 0_ C 'W N 0 J U �- a cu cu ,, ZZ W 03 E W W0 T 0 N 00 00� N N o 0 W C.1 UJ pW o z J U It N N Date Revisions ppp— W o N O co Z± W C!3 c 1- W; c LO O �' EN V W cc N E N C.) U Q Qc Z' � c� cO) z W J o E o (� w co W Ir O N O o C) 0cl) 0) <C 0 0 W W p W U) d N N Ll Y2" SHEETROCK W/TEXTURE & PAINT UPPR LEVEL FLOORS ... _ FINISH,FLOORLNG PER OWNER 1-1/2" RADIANTLY HEATED CONCRETE SLAB SHEATHING PER STRUCT SPECS JOISTS PER PLANS AND SPECS v�� 3 �hI �ISUI✓ 5/8" TYPE X SHEETROCK ON GARAGE CEILING SLAB ON GRADE NEW FINISH FLOORING PER OWNER OVER (E)SLAB SPRAY IN FOAM INSULATION NOTES SPRAY IN FOAM INSULATION TO BE "ICYNENE CLASSIC' OR SIMILAR, ESR - 1826, APPLIED IN DIRECT CONTACT WITH THE UNDERSIDE OF THE STRUCTURAL SHEATHING: 4 I tiL y i dU i r i t-r- / lumpp- W O rr N 0 co Q T toco W O = 0 EN W U W CL V Q N CU z� W.j p 03 � Fnw W L.1.! g SHEAR WALL SCHEDULE APA-RATED MIN FRAMING AT SHEAR WALL NAILING AT PANEL RIM JOIST OR SILL PLATE NAILING SILL PLATE ANCHOR FOUNDATION SHEAR MARK SHEATHING ADJOINING PANEL EDGES BLOCK CONN TO; TO RIM/BLKG BOLT TO SLAB OR SILL PLATE SIZE CAPACITY EDGES SEE NOTE 5 TOP PLATE BELOW FOUNDATION (PLF 15/32" 3x STUD AND 2x LTP4 OR A35 @ 0.131" DIA x V' @ 2 0.131"DIAx 2 1/2" @,2"OC 5/8" DIAAB @ 2'=6" OC 2x 595 ONE SIDE FLAT BLKG 121, OC 2.5" OC 3 15/32" (2) 2x STUD 0.131"DIAx 2 1/2" @ 3"OC LTP4 OR A35 @ 0.131" DIA x 3" @ 5/8" DIAAB @ 3'-0" OC 2x 455 ONE SIDE AND 2x FLAT BLKG 15" OC 3" OC 15/32" 2x STUD LTP4 OR A35 @ 0.131" DIAx 3" @ 4 ONE SIDE AND BLKG 0.131"DIAx 2 1/2" @ 4"OC 20," OC 5/8" DIA AB @ 4'-0" OC 2x 350 6 15/32" 2x STUD 0.131' DIAx 2 1/2" @ 6"OC LTP4 OR A35 @ 0.131" DIA x 3" @ 5/8" DIA AB @ 5'-0" OC 2x 242 NOTES: 1. REFER TO THE TYPICAL SHEAR WALL DETAILS FOR MORE INFORMATION. 2. THE VALUES IN THIS TABLE ARE APPROPRIATE -FOR HF GRADE STUDS AND HF GRADE PLATES & RIM/BLOCKING. 3. NAILS AT ADJOINING PANEL EDGES SHALL BE STAGGERED, EACH SIDE OF THE COMMON JOINT. 4. WHERE PANELS ARE APPLIED ON BOTH FACES OF A WALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS, OR FRAMING SHALL BE 3x AT ADJOINING PANEL EDGES AND NAILS SHALL BE STAGGERED. S. WHERE TABLE SPECIFIES (2) 2x FRAMING, CONNECT (2) 2x STUDS AND BLOCKING AS FOLLOWS: SW3 = (2) 0.131 DIA @3.5" O.C. 6. NOTE THAT 3x FRAMING MAY BE USED IN LIEU OF (2) 2x FRAMING SPECIFIED IN TABLE 7. INTERMEDIATE FRAMING TO BE W17H 2x MINIMUM MEMBERS. FIELD NAILING 12" O.C. MAXIMUM 8. AT ALL 5/8" DIA SILL PLATE ANCHOR BOLTS, INSTALL 1/4" x 3" x 3" PLATE WASHERS. EDGE OF PLATE WASHERS SHALL BE WITHIN 1/2" OF SHEATHED EDGE. 9. PROVIDE AMINIMUM OF 7" EMBEDMENT FOR AB INTO FOUNDATION OR STEM 'II WALL. 10.7/16" SHEATHING MAY BE USED IN PLACE OF 15/32" SHEATHING PROVIDED ALL STUDS ARE SPACED 16" O.C. OR PANELS ARE APPLIED WITH LONG DIMENSION ACROSS STUDS. 11. IN LIEU OF EMBEDDED ANCHOR BOLTS, CONTRACTOR MAY PROVIDE SIMPSON TITEN HD SCREW ANCHORS @ THE SAME SPACING W/ 7" EMBEDMENT, OR 5/8" DIATHREADED RODS @ THE SAME SPACING W/ SIMPSON SET-XP EPDXY W/ 7" EMBEDMENT. CC 250 4TH AVE S. STE 200 EDMONDS, WA 98020 ENGINEERING 425.778.8500 STRUCTURAL REVIEW THIS DRAWING HAS BEEN REVIEWED FOR CONFORMANCE WITH STRUCTURAL, REQUIREMENTS INDICATED IN THE ATTACHED LETTER AND/OR CALCULATIONS. BY: Joe Galusha, PE, SE JOB #: 20412.10 DATE: 04/29/2021 SYMBOLS SCHEDULE FOOTING OR PAD STEM, 'BEARING OR SHEAR WALL POST BELOW 0 POST- ABOVE - POST' ABOVE BELOW BEAM -- 2x or 1-JOIST FRAMING PREMANUF TRUSSES SHEAR WALL CALLOUT HOLDDOWN CALLOUT (_ HANGER --------- STRAP w 0 N O 00 z Q r UUM WLO 1- LL! CD o = LO _ Q N W U' L�/W/� L.L N V Q' VJ a cl)cts S= zZ ca W 006 E U) w W o O T O N O 00 O 4 N o w LLI W Q� z aW I. N N Date 2! ra- 20 Zo Revisions $H HEADER PER PLAN CRIPPLE STUDS PER PLAN; DO NOT CUT AWAY MATERIAL FROM CRIPPLE STUDS FULL -HEIGHT HOLDOWN CHORD AB W/ SIMPSON BP PL WASHER, TYP PT SILL PL PER SHEAR WALL SCHED CONCRETE FOOTING OR P/T SLAB STAGGER NAILS ON EA SIDE OF PANEL JOINT AS REQUIRED PER SHEAR WALL SCHED -n-------�- - 1.1 1.1 II II II II II II pe II II I II II I•I 1.1 • I I I I I I I I I I I I I I I I I I I I.1 1 I I I I I I I I I I I I I I I I I I I 1 1.1 1.1 1 I• I I I• I I I I I I I• I I 1 I II II II II II 1.1 1 I I I •I 1•I I I I I I I III II II I I 1 1.1 1.1 I I •I I II I I.1 I• I I IIII IIII 11.11 II II II II II I.I I II I II II IIII IIII II II II I•I 1.1 I'I 1.1 I II I I.1 IIII IIII 11.11 II II II II II I.I 1•I II II I II IIII II 11 II I I 1 1.1 1.1 I 1.I I II I I.I I I I I I I I I 1• i II II II II I I I •I 1•I I l II II I I I I I•I I I I I •1 I• I I I I. I I II II II I I •I I.1 I I I II II ji, I .I II A I 1.1 I I I.I 11 II 1------1 I•I -- - J1 i II z II II NOTES: 1. REFER TO STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. 2. FOR SHEAR WALLS WHERE NO HOLDOWNS ARE SPECIFIED THE FIRST AB SHALL BE LOCATED NOT MORE THAN V-0" AND NOT LESS THAN (7) BOLT DIAMETERS FROM END OF WALL. TYPICAL SHEAR WALL DETAIL SCALE: 3/4" = V-0" AB SIZE AND SPACING PER PLAN AND SHEAR WALL SCHEDULE, TYP Lei - - - - - - 71 - - - - - - - 71 - - - - - - - -------r,-----rl-1 1'1 1'1 1'1 I.I 11•I II II II 11 111 II II II II 111 I I I I I I 11 1 w II II II II 111 II II II 11 111 1' 1 1' 1 1' 1 II II II II I I 1 II II it 111 FRAMING AT ADJOINING I I PANEL EDGES PER SHEAR I'I WALL SCHED v I I II iI t III II II II 11 11•I 10 II II II II ill II II II II I'I I•I I•I I• II II II II II ,J U ;-- ;--- -- ;-- ;-- F•---•-- -_1 r------ I i------ I i----- I 1 I' I 1.1 1.1 I I I I II II II II II II II II II II II II I I 1.1 1.1 lei 11 11 II 11 11 II II II II II II II II II I I lei 1.1 1.1 I I I I II II II II II II II II II II II II I I 1.1 1.1 I'I 11 11 II 11 11 • -1 L ------1L------1 II II I II II 11 II II II II II 11 __1 (�=3 RIM BOARD (�:3 \\ OR BLOCKING PANEL EDGE NAILING PER SHEAR WALL SCHEDULE, TYP PANEL EDGE NAILING INTO HOLDOWN CHORDS, TYP INTERMEDIATE NAILING @ 12" OC SHEATHING PER PLAN AND SHEAR WALL SCHEDULE HOLDOWN CHORD PER SCHEDULE. REFER TO TYPICAL BUILT-UP COLUMN DETAIL ADDITIONAL END STUD IF REQUIRED TO PROVIDE COUNTERSINK FOR HOLDOWN BOLTS HOLDOWN ANCHORAGE PER PLAN AND SCHEDULE SIMPSON CNW COUPLER 1/2" TO NUT W/ SIZE TO MATCH SHEATHED EDGE HOLDOWN ANCHORAGE PANELEDGE NAILING PER SHEAR WALL SCHED CONTINUE HOLDOWN CHORD TO FOUNDATION CONCRETE STEM WALL CONCRETE FOOTING STUD WALL PER FRAMING PLAN NOTES SILL PLATE NAILING SHEATHING AND PER PLAN AND SHEAR NAILING PER PLAN AND WALL SCHEDULE OR SHEAR WALL SCHEDULE STRUCTURAL NOTES OR STRUCTURAL NOTES SHEATHING AND BREAK SHEATHING NAILING PER PLAN AT PLATE UNO 1 1/2" TOPPING SLAB W/ FIBER 1 1/2" LSL RIM MESH ADDED TO SILL PLATE NAILING PER THE CONCRETE SHEAR WALL SCHEDULE MIX BREAK SHEATHING AT PLATE UNO �♦ PANEL EDGE NAILING PER PLAN AND SHEAR WALL SCHEDULE OR I -JOISTS PER PLAN STRUCTURAL NOTES AND SCHEDULE 2x4 BLOCKING AT SHEAR WALLS NOTE: SAWCUT EXIST STUDS AND NON -SHEAR WALL PROVIDE NEW DOUBLE TOP PLATE NAILING SHALL BE PER �/�" EXIST STUD WALL IBC TABLE 2304.9 A. TYPICAL FRAMING TYPICAL STUD WALL FRAMING DETAIL SCALE: 1" = V-0" 1 1/2" LSL RIM JOIST PLATE WASHER PER SHEAR WALL SCHED SECTION A -A SCALE: 1 1/2" = V-0" NOTE: STAGGER SHEATHING AS SHOWN. (IBC TABLE 2306.3.1, CASE 1 OR 3) INTERMEDIATE FRAMING MEMBERS SHEATHING PANEL, TYP CONTINUOUS PANEL EDGES SUPPORTED PANEL EDGES 2x OR 3x BLOCKING ONLY IF nI I/ r.I IInA RA I rnI rlrn, `L DIAPHRAGM BOUNDARY (SHEAR WALL, BEAM, OR DRAG STRUT) TYPICAL FLOOR/ ROOF SHEATHING DETAIL SCALE: NTS SIMPSON A35 (ONLY REQUIRED AT EXTERIOR HEADERS GREATER THAN U SPAN) (6) 0.131"0 x 3" NAILS TYPICAL STUDS NAILING PER TYP BUILT-UP STUD COLUMN DETAIL AT HOLDOWNS: PROVIDE FULL HT HOLDOWN CHORDS PER HD SCHED OTHERWISE: (1) 2x FULL HT TYPICAL HEADER DETAIL SCALE: 1" = V-0" NOTE: FOR NOTES AND DETAILS NOT CALLED OUT REFER TO DETAIL 6. (4) 10d NAILS 1 1/2" TOPPING SLAB W/ FIBER MESH 77, ADDED TO THE CONCRETE MIX SAWCUT EXIST STUDS AND PROVIDE NEW (3) 0.131"0 x 3" DOUBLE TOP NAILS EACH END PLATE I -JOISTS PER PLAN AND SCHEDULE 1 1/2" LSL BLOCKING EXTERIOR WALL PARALLEL TO JOISTS @ 4'-0" OC MAX TYPICAL STUD WALL FRAMING DETAIL SCALE: 1" = V-0" NOTE: SUPPORTS AT SOLID POSTS SIM BEAM PER AND SCHE SIMPSON LTP4 C A35 FRAMII` ANCHOR EACH SII OF BEA ADJACENT NAILS IN A ROW ARE TO BE DRIVEN FROM OPPOSITE SIDES, TYP FOR 2x4 STUDS, PROVIDE SINGLE ROW OF NAILS STAGGERED EA SIDE WITH 1 1/2" EDGE DISTANCE. FOR 2x6 STUDS, PROVIDE (2) ROWS OF NAILS SPACED AT 2 1/2" W/ 1 1/2" EDGE DISTANCE 9" OC MAX SPACING BETWEEN ADJACENT NAILS IN A ROW 0.131" 0 x 3" NAILS, TYP (5) STUDS MAX TO BE USED FOR BUILT-UP COLUMNS TYPICAL BUILT-UP STUD COLUMN DETAIL v I SCALE: 1" = V-0" TYP DOUBLE EDGE NAILING PER PLAN TOP PLATE AND SHEAR WALL SCHEDULE OR EDGE NAILING PER PLAN STRUCTURAL NOTES, TYP AND SHEAR WALL SCHEDULE OR 3STRUCTURAL NOTES, TYP NAILS @ 90C BEAM OR HEADER PER PLAN AND NOTES CRIPPLE STUDS PER PLAN AND COLUMN SCHEDULE OR STRUCTURAL NOTES (2) ROWS OF 0.131"0 x 3" NAILS @ 9" OC STUD WALL PER FRAMING PLAN NOTES, TYP SHEATHING (OR GWB) AND NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES, TYP A. CORNER INTERSECTION 0.131"0 x 3" NAILS @ 9" OC STUD WALL PER FRAMING PLAN NOTES, TYP 2x6 STUD @ 2x4 CROSS WALL 2x8 STUD @ 2x6 CROSS WALL B. 'T' INTERSECTION TYPICAL WALL INTERSECTION DETAIL SCALE: 1" = V-0" BEAM PER PLAN JOIST DIRECTION PER PLAN STUD WALL SOLID OR MULTIPLE / WIDTH," STUD COLUMN PER PLAN J MIN UNO PARALLEL TO STUD WALL 1 TYPICAL FLUSH BEAM SUPPORT DETAILS SCALE: 1" = V-0" DECK SURFACING PER ARCH RIPPED 2x OVERFRAMING @ 16" OC SHEATHING AND NAILING PER SHEAR WALL SCHEDULE C�17i[A�7� l�C(e] SOLID STUD COLUI.,,. , PERPENDICULAR TO STUD WALL SILL PLATE NAILING PER SHEARWALL SCHEDULE MULTI -SLIDER DOOR BEYOND SHEATHING AND NAILING N� PER NOTES III III Lk A I R 71 T JOISTS PER PLAN -J / 2x LSL BLKG J/ DECK OVERFRAMING SECTION SCALE: 1" = V-0" EDGE NAILING PER PLAN AND SHEAR WALL SCHEDULE ORSTRUCTURAL NOTES, TYP SHEATHING (OR GWB) AND NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES, TYP STUD WALL 1 1/2" TOPPING SLAB W/ FIBER MESH ADDED TO THE CONCRETE MIX 2x OVERFRAMING I @16"OCJ ALIGN 2x OVERFRAMING AT EA EDGE OF SLIDER m BEAM PER PLAN DOOR SILL BEYOND N A35 CLIPS PER SHEAR WALL SCHEDULE O 61 ENGINES RING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 GAL WASH P, F� ` tq O o,a9i 1 3 �`SIONAL �Cs 04/ 28/ Z z O W a H = Lz z z O O m U N � � H U � z Ld w O 0 d U O Ld O 00 Q � N � � O Y Q DESIGN: CGP DRAWN: ATD CHECK: JGG JOB NO: 20412.10 DATE: 12/30/2020 Z 0 Ile- 0 < o N W � Z 0) W 0 0 Q W N Z W J a V) (� Z N 0 W N 0 2 N W SHEET: 0 w a s mi