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APPROVED PLANS 4.20.20_,. GALE- ,.SYMB.(JI.,S . DETAIL REr-ERENCE PLAN 6YM50L DETAIL NO. SMOKE DETECTOR 1' A10i SHEET NO, EXHAUST I=AN BLDG. SECTION REVISIN 6YM50L SECTION LETTER , ITEM LETTER-. 1 SHEET NO. t, AND D DRYER HDR HEADER R R15ER .6 AT D5L DOUBLE HF HEM -FIR . RAD RADIUS CENTERLINE DET DETAIL HORIZ. HORIZONTAL REF. REFERENCE DIAMETER OR ROUND DEMO, DEMOLISH, DEMOLITION HVAC HEATING, VENTILATING, ROW. REINFORCE ` cl PENNY (NAIL SIZE) DF DOUGLAS FIR -LARCH AIR CONDITIONING REQ. REQUIRED le, PLATE DHI DOUBLE HUNG REV REV15IOJ POUND, NUMBER DIA. DIAMETER IN. INCH W. ROOM f APROXIMATELY DIM, DIMENSION INSUL. INSULATION R.O, ROUGH OPENING DIN DINING ROOM INCL. INCLUDE(ING) A5, ANCHOR BOLT DN, DOWN INT. INTERIOR Sc SOLID CORE .ABv. ABOVE DR. DOOR 5CHED. SCHEDULE ACOU5. ACOUSTICAL. DS DOWNSPOUT JT JOINT SECT. SECTION ALT. ALTEFNATE DW DISHWASHER JST JOIST S.F. SQUARE FEET ALUM. ALUMINUM DUJG. DRAWING 5 FLR SUB FLOOR AFF. ABOVE FINISH FLOOR KIT KITCHEN SH SINGLE HLW3 ARCH. ARCHITECTURAL EA EACH SHT, SHEET E.J. EXPANSION JOINT LAM LAMINATE 5HTHCx- SHEATHING BD BOARD EL, ELEVATION LAY LAVATORY SIM. SIMILAR 5DRM BEDROOM ELEC. ELECTRICAL LIV LIVING ROOM SPECS. SPECIFICATIONS i3LDG BUILDING EQ. EQUAL LNDY LAUNDRY 5Q SQUARE BLW BELOW EQUIP. EQUIPMENT LUG LOWER 55 STAIN STEEL BLK BLOCK, BLOCKING EXIST, EXISTING STL, STEEL BM BEAM EXT. EXTERIOR MA5 MASONRY STOR, STORAGE 50T BOTTOM EW EACH WAY MAX. MAXIMUM SUSP SUSPENDED BRG BEARING MB MACHINE BOLT BRK BRICK FD1 FLOOR DRAIN MECH. MECHANICAL T READ BSMT BASEMENT FDN FOUNDATION MFD MANUFACTURED Tt$ TOP AND BOTTOM -BTWN BETWEEN F:F. FINISH FLOOR MM MANUFACTURER T43 TONGUE AND GROOVE BYND BEYOND FIN. FIN15H MIN. MINIMUM TC TRASH COMPACTOR 8U BUILT-UP FLR FLOOR MISC. MISCELLANEOUS TEL TELEPHONE F.O.C. FACE OF COLUMN MTD MOUNTED TEMP, TEMPORARY CAS CABINET ROF, FACE OF FINISH MTL METAL T.O.R TOP OF PLATE CFM CUBIC FEET PER MINUTE F.O.S. FACE OF STUDS TYP, TYPICAL CH CEILING HEIGHT FP FIREPLACE N1C. NOT IN CONTRACT C.J- C.L. CONTROL JOINT FT. FOOT OR FEET NO, NUMBER UN-O UNLESS NOTED OTHERJ11I5E CLG, CENTERLINE FTG FOOTING N.T.S. NOT TO SCALE CLO. CEILING Ve VAPOR BARRIER CLR CLOSET GA. GAUGE O/ OVER VERT, VERTICAL C.M.U. CLEAR GALV. GALVANIZED O.C. ON CENTER VFY, VERIFY COL, CONCRETE MASONRY UNIT GAR GARAGE OF. OVER FLOW VTO VENT TO OUTSIDE COMP COLUMN GC GENERAL CONTRACTOR OPNG, OPENING CONC. COMPACTED GFI GROUND FAULT INTERRUPT OFF. OPPOSITE W WASHER CONRR CONCRETE GL. GLASS 055 ORIENTED STRAND BOARD W/ WITH CONT. CONSTRUCTION GLB GLUE LAMINATED BEAM UU/O WITHOUT CPT. CONTINUOUS GWB GYPSUM WALL BOARD PELF PERFORATED UUC WATER CLOSET CSMT CARPET GU15-X TYPE X GYPSUM WALL BOARD P.LAM. PLASTIC LAMINATE WD WOOD CTR CASEMENT PLBG PLUMBING UP WEATHERPROOF CENTER PLYU)D. PLYWOOD U)R WATER RESISTANT P5F POUNDS PER 5QUARE FOOT UJUiM WELDED WIRE MESH PSI POUNDS PER SQUARE INCH PT, PAINT PL. PLATE SITE PLAN ,& PROJECT DATA. Michael Madden, Linda krese-Madden f Zti I r cQ 3 1143 e Ave S. r . Edmonds, WA 98020 - - - Tax Acct. #: 0061940070070E 1�� L4AR , t -� {alb. 1,977 1 kr ' Project Data, Madden Addition - 1 ZCK-p ® t 4141.0 CC :-G---.,, -G G G G G _ .�.- �� �I?:.Ft?'I::,;A�•ErJ� � r_.4 IMPERVIOUS SURFACE CALCS. Exist. house/porch roof outline 1653 sf (Built 1913) - �- II " ` ± (Al li. LO -W YJ W W --F fit ...10[17 . �a Exist. garage/roof outline 672 sf (Built 1971) , ZZ slab & drive 114 sf ° .t::. CC$ 44 I (exempt replaced in 2000) ..s . � • .. .: ►X hi NC t;1`SE. �� C,fl C �9 Exist. Cotic. pad 357 sf (Pre 1977) rl CrJ CO I (exempt replaced in .1999) _ Exist. house/ rch roof outline 1113 sf uilt 2000 t?' iT�P N N 3-o Existing walks* 297 sf (Built 2000) 0' FL;.A, SL .1,00:.0 ' L / EIS Q ' 1 Exist. patio 225'sf (Built 2000) Izopv 5�t� Exist shed/roof outline* 108 sf (Built 2001) > . IT Ihouse/roof outline* 245,sf S + _ . r. Ex I srr t'csh�4 �{ Total Regulated Impervious 1978 sfCLSAkaur r AGO 1. 5TLt8. '.t -. • .. - 1. t Y 1 FOIST: tt�I i q'- 5" ' t1 4go- 2EE�CCtCS �t i; p DATUM: 100.0' (main floor level of the existing house).: , ,t t Ii rZ)$7 HEIGHT CALCS. ____. ____ A=96.3'B=99.6'.C=99.3'D=102.0' Ave Grade = 99.3' t"Nyp ,' _ . j 16 Z.. p Actual Height=122.83' Maximum Allowed = 124.3' t °1� 7 - �` :`� (M 4i < LOT AREA: 1,3503 sf LOT COVERAGE. 3,174 SF (23.5%) I LOT SLOPE 6 5% approx. - • GRADING 'T i.1• ZONE: R6 SETBACKS: 5' sides, 20' front, 15' rear 5 f r • "'ST1� K rt � FLOOR AREAS: Existing main floor -.__. . _ .. . .(,-if f EdMon• s Existing second floor,.: A New second floor Total second door Total Heated Living Area: Existing Unheated basement floor: 912 sf . Line Type, .Am (square Pete) .. F. Exempt Regulated. .. ". 3. New (Post i977) 4 4 4 4 4 4 4_.4 + �: %?. 1I� - Tatai Regulated Impervious A;Cea • E : 4.1 Mitt anon r¢ uired i in excess o 200Q t'� ^' • ; S. �. Total Area Ntidgated by,EASting 8t0rmwat0r Management System(s) A0? -11 • ; 6. - -Regulated Area Not Yet MiAgatW, ' _ (% . �•.: ' 7. Area Proposed to be MiGggtpd by Low impact Development Techniques = �. . " ®F, 8. Area Proposed to be Mitigated through: Conventional SWM Techniques - �✓ TABLE 1482 IA 1I4MULATNDIIti AND FENESTMTM I&EWREMEM 13T COMPONBW Cunttarz' .: t SAM 4 FewswAlm U-FACTM' 0.30 SWRMT° €3-FAcTM 0S0 GLAZED FENESMATM SHGe a NR CMMC R VALUe 40 Wow FRME WALL` U40 P.-VALUE 21 int fftss email R Value' 21/21 FLooR R `/ALUE 30 BELOWGRADIEc'm WALL RR -VALUE 10/15/21 int + TB SLasd R VALUE & DEPIM 10, 2 ft - Michael A. George Architect 922 First St. Snohomish, WA 98290 360-568-1331 mikeaia&ahoo.com WEST COAST S TRUCTURAL ENGINEERING, INC. 9540 SEMIAHMOO PARKWAY (425) 347-8998 #137 wese.net BLAINE, WA 98230 ..FILTER FLENCEI FILTER FENCE NOTES. FILTER I. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO FA,SRIC-MIRAN-14Od 2'X2'X14 GA. 2X4 DOUGLAS FIR NO. I THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE OR EQUAL, ATTACH 2/ WIRE MESH OR GRADE OR EQUAL NECESSARY, FILTER CLOTHSHALL BE SPLICED TOGETHER ONLY AT A STAPLES OR WlK EQUAL (ALT-STL) FENCH POST. SUPPORT POST. WITH A MINIMUM (V OVERLAP, AND BOTH ENDS SECURELY RW4 (OFTION LkEE FASTENED TO THE POST. NOTES 4 4 b) 2. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS (WHEN FEASIBLE). THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF b' APART AND DRIVEN SECURELY NTO THE GROUND (MINIMUM OF 30") 3/4' MIN. DIA. 3. A TRENCH SHALL BE EXCAVATED, ROUGHLY W WIDE AND 12' DEEP, WA"D GRAVEL UPSLOPE AND ADJACFNT TO THE WOOD POST TO ALLOW THE FILTER EACH SIDE FABRIC TO BE BURIED. 4. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH tj �•� �---� SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE _ OF THE POSTS USING HEAVY-DUTY WIRE STAPLES AT LEAST V LONG, TIE WIRES OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A -PTP-1 MNIMUM OF 4" AND SHALL NOT EXTEND MORE THAN 30' ABOVE THE D 1 ORIGINAL GROUIJD SURFACE. 5. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE AND 20" OF THE FARBRIC SHALL BE EXTENDED INTO THE TRNGFL THE FABRIC SHALL NOT EXTEND MORE THAN 30" ABOVE THE ORIGINAL GROUND SURFACE. FILER FABRIC SHALL NOT BE STAPLE TO _ _ EXISTING TREES. ���'��� ro. WHEN EXTRA -STRENGTH FILTER FABRIC AND A 4' POST SPACING ARE USED, THE WIRE MESH SUPPORT FENCE MY BE ELIMINATED, IN SUCH A GRAVEL CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE FILLED POSTS WITH ALL OTHER PROVISIONS OF STANDARD NOTE 5 AFPLYIW:r, VARIES Ti'v NCH 1. THE TRENCH SHALL BE BACKFILLLED WITH 3/4" MINIMUM DIAMETER (SEE NOTES 2 i b) TYP. WASHED GRAVEL, BURY FILTER S. FILTER FABRIC SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR FABRIC IN A USEFUL PURPOSE,`BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN GRAVEL -FILLED PERMANENTLY STA5LI2ED. TRENCH S. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL, ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. GENERAL NOTES _M y pE Bu Iding. Department work Madden Remodel Address 1143 6th Ave S OwnerMririp Approved Date 05/04/202 got Buil ding_Official RA' Permit Number BLD 202070224 F4-R, . .I . 7 F _ �.L.A 21)".1 G� a0-1 S F- I I % --•- - z�:o a APPROVED F LAZ P 15KI-5T: H E^7 67A,9� F` u t'e-, IQ AEI L THE CONTRACTOR SHALL VERIFY CONDITIONS AT THE SITE INCLUDING DIMENSIONS AND SHALL IMMEDIATELY REPORT ANY 01-ACREPANCIES TO THE ARCHITECT BEFORE PROCEEDING WITH THE WOW- 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL WORK AND MATERIALS IN CONFORMANCE WITH THE INTERNATIONAL RE81DENTIAL CODE, 2015,EDITION AS WELL AS ALL OTHER GOVERNING CITY, COUNTY AND STATE `BUILDING CODES AS REQUIRED. 3. ELECTRICAL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE INTERNATIONAL ELECTRICAL CODE. 4. MECHANICAL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE INTERNATIONAL MECHANICAL CODE. 5. THE CONTRACTOR SHALL KEEP AREAS UNDER CONSTRUCTION SECURE AND CLEAR OF DIRT AND DEBRIS. 6. THE CONTRACTOR SHALL SCHEDULE WOR1� AS MUCH AS POSSIBLE, TO AVOID INCONVENIENCES O EXISTING NEIGHBORHOOD PROPERTY OWNERS. 1. DIMENSIONS ON THE DRAWINGS ARE TAKEN FROM FACE OF MASONRY AND/OR CONCrETE WALLS, TO FACE OF STUDS AND TO FACE OF COLUMNS UNLESS NOTED OTHERWISE, WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. 8. REPETITIVE FEATURES NOT NOTED ON THE DRAWINGS SHALL BE COMPLETELY PROVIDED AS IF DRAWN IN FULL. e. THE CONTRACTOR SHALL PROVIDE ALL SHIRRING, BARRICADING; AND BRACING NECESSARY TO ENSURE THE STRUCTURAL STABILITY OF THE BUILDING AND THE HEALTH AND SAFETY OF THE PUBLIC AND ALL WHO ENTER THE BUILDING DURING CONSTRUCTION. 10, THE CONTRACTOR SHALL PROVIDE TEMPORARY FACILITIES AS REQUIRED. 11. THE CONTRACTOR SHALL OBTAIN ALL PERMITS AND APPROVALS. 12. CHECK DETAILS FOR LOCATION OF ALL ITEMS NOT DIMENSIONED ON PLANS. 13, ALL CHANGES IN FLANS AND FIELD NOTIFICATIONS SHALL BE APPROVED BY THE ARCHITECT. 14. THE CONTRACTOR SHALL VERIFY ROUGH -OPENING REQUIREMENTS FOR ALL FIXTURES AND EQUIPMENT PRIOR TO INSTALLATION. 15. THE CONTRACTOR SHALL BE GOVERNED BY ALL CONDITIONS AS INDICATED IN THE CONSTRUCTION DOCUMENTS AND SPECIFICATIONS. 16. IF THE CONTRACTOR 15 AWARE OF ANY DISCREPANCY BETWEEN THE WORK AS SHOWN AND REQUIREMENTS OF CODES AND GOVERNING AGENCIES, NOTIFY THE'YARCHITErCT IMMEDIATELY AND AWAIT HIS DIRECTION- 11. THE CONTRACTOR SHALL VERIFY DIMENSIONAL QUESTIONS WITH THE ......ARCHITECT,.._ A©_NOT-_I3► SE _DECISIONS „ON,.SCAL.ED DRAWINGS. EXCLUSION .OF SERVICES. CONSTRUCTION DRAWINGS ARE DIAGRAMMATIC AND DO NOT INTEND TO SHOUT ALL DETAILS OR CONDITIONS OF COiNSTRUCTIOK THE ARCHITITECT NORMALLY PROVIDES CLARIFICATIONS AND AN&ERS QUESTIONS RAISED BY THE CONTRACTOR AND OTHER DURING CONSTRICTION PHASE SERVICES. THE ARCHITECT T41FREFORE ASSUhIES NO LIABILITY OR RESPONSIBILITY FOR OR CONFLICTS WHICH OCCUR BECAUSE Of HIS EXCLUSION FROM FULL PARTICIPATION IN CONSTRICTION PHASE SERVICES. LANS MUST B ON JOBSITE SHEET ' INDEX: Al COVER SHEET, PROJECT DATA A2 MAIN FLOOR PLAN A3 SECOND FLOOR PLANT, DOOR & WINDOW SCHEDULES A4 WEST & NORTH ELEVATIONS, WINDOW FLASHING A5 EAST & SOUTH ELEVATIONS A.6 `BUILDING SECTIONS - S In F=R F>E 1 E' PW $2 UPPER (SECOND) FLOOR & ROOF FRANHNG PLANS) DETAILS AS -BUILT DRAWINGS El FOUNDATION PLAN APPROVED BY PLANNING Apr 30 2020 "Nothing in this 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." ENGINEERING DIVISION APPROVED _AS NOTED J 04/21 /2020 / Revisions Date Project No. Date's Drawn I`1� Check M� A 1, Smoke Detectors . -�-LA. J3011J A smoke detector shall be installed in each habitable room. A smoke detector shall be centrally located on each floor. An additional smoke detector shall be Installed in each location where there is a ceiling height change greater than 24". Smoke detectors are to be I I Ov, Interconnected, with battery backup. AIN ,..., ,. .FLOOR- -PLAN.- WON' I'll W1111111111' v � M W U4 C-g 00 r--4 4-J f^ 0Ob Q 4.4 (A -e!:� U5 @) Cq M M N*..001 Revisions Date Project No. Date Drawn C he-ck REGISTERED ARCHITECT GVAGE A. ev r=', V K t;>g IV- IJ POOR TYPE A, L 1, ew hJ W1 P EX, 1 17, . K I P 7 40 5. L ma,n,vr- e.► .SF-.CO,.N.D,. FLOOR PLAN �>4K-Tl f-J P—r %-V lki 4-J C)O r-.J o 4-) (1) 06 O Ln ct Cq C%4 CO CO Cqd W pa(.T Revisions Date Project No. Date 4,1 Drawn KC0 Check 44174 REGISTERED tfCmITECT MICH L GEO E STATE OF 1MA.SNINGT€I I mpl-1-INSTALL SILL FLASHING PAPER AT BOTTOM OF OPENING, STAPLE ALONG TOP EDGE 3/r (10,mm) FROM TOP OF PAPER ONLY LEAVE BOTTOM ME UNATTACHED FOR if MIN. WATER RESISTANT BARRIER INSTALLA11ON TO GO (153 m UNDERNEATH FLASHING PAPER ir MIN. 53 mm) 17' MIN. (305 m STEP 2: INSTALL JAMB FLASHING PAPER AT SIDES OF OPENING, TWO ROWS OF STAPLES, DO NOT STAPLE BELOW ROW OF STAPLES AT SILL FLASHING PAPER LEAVE BOTTOM EDGE UNATTACHED FOR WATER RESISTANT WRIER INSTALLATION To GO UNDERNEATH FLASHING PAPER NOTE: FLASHING PAPER TO BE COATED VAPOR BARR", REINFORCED, GRADE A OR S. 1:r MAX (X5 mm) Fwal - Paper and Water Reslstao= (DerApplication Son -uence fr (153 mm)-MIN., I LAP WATER RESISTANT I BARRIER VERTICALLY ir (152 mm) LAP WATER RESISTANT BARRIER HORIZONTALLY (51 mm) MIN. SUP LOWER END OF JAMB FLASHING PAPER AND SILL FLASHING PAPER OVER WATER RESISTANT BARRIER AT THE WINDOW SILL SELF —FURRING LATH 13ASECOAT FINISH COAT THIS SHEET OF WATER RESISTANT BARRIER TO SUP UNDER lo, SILL AND FLASHING PAPER, NOTCH WATER RESISTANT BARRIER TO FIT TIGHTLY AROUND WINDOW FRAME PROFILE ONE AND OR SLAYERS OF WATER AND WRIER PER BUILDING CODE REQUIREMENTS FW63- Mashing Paper and Water Heslstaot Sarrior Owed Applicatlon-Sequilogla .. ..... W-.IN.D.,O.W,,.FLASHIN-G..,WEAfiH.E,.R. ZING oil iliollolooll Im I STEP 3: INSTALL 'NAIL -ON' WINDOW STEP 4: INSTALL HEAD FLASHING PA OVER TOP OF WINDOW FLANGE NOTES: IF A WINDOW HEAD METAL FLASHING REQUIRED INSTALL IT OVER THE WINI HEAD FLASHING PAPER, AND PLACE WATER RESISTANT BARRIER OVER THI FLANGE OF THE METAL FLASHING FLASHING PAPER TO BE COATED VAF BARRIER. REINFORCED. GRADE FW92 Flashing Paper and Water Resistant farrier (Paper) Applica 12 Sequence jj Tl LTA .. ........ PILAU/ f s-W TP [w14TV1 ALL. r,=*xlej-, 'u .......... . . . I x50 ®` 171 IL E,E: Ll'77= r loom= R-j ra I�F� Koo P. - - - -[ .0 — 00 \lc Ln 0 . ot:*40 Re vision s Date Date Drawn Chec.k 4474 REGIS ERED CHITECT MICH -GEO STATE OF NI TON 9 Ap- --ELE. VAT-71 V -5� zt z 011 0 4-J 00 ()C) O I Project No. Date Drawn Check 14-W 04 N W) ell -TYPICAL ROOF CONSTRUCTION;--, Comp, roofing over 15# felt over 1/2" APA-rated sheathing over Roof framing @ 24" o.c.(see framing plan) with R-.58-insul (R-Jj@ attics), above heated spaces over Vapor barrier at single -member vaulted ceilings over 5/8" G.W.B, lu 7 ZIPIQ L TYP. EXTERIOR WALL ,,CONSTRUCTION.,.; it '41V t —10 r 4e. ........ .. Wood siding (see elevations),over weather barrier over- 112" APA-rated sheathing over 2x6 -T studs @ 16 o.c. w/ double top plate & ......... Pressure treated sill. @ cone: R -21 insulation between studs over vapor barrier el� 2w over 1/21' G.W.B.' 1 '�o TYP. JNTERIOR.- WALL.,.'C-0,NSTR1QCTION. AA 2x4 studs (UN.O.) @ 16" o.c. wl double top plate & 1/2 G.W.B. F7 J Q. rw- �A CA R F F M. J -.0O 'Tly !N YP.- FL.00R:..CONSTRUCTION.:.., fiinish floor over 3/411 T&G APA-rated Sturd-i-floor subfloor ' glued & nailed to TH joists (see framing.plans) w/ 11/4" Timberstrand rim joist (U.N.O.) over 5/8" G.W.B. (above heated spaces) or R-30 insulation fastened between joists (above unheated spaces). 7 2, 1 A0-1 AA -ft, _CTION B. MIO/ I /01-1-T, TV V t, —34' 1, J T (9 P& F—;- 4M • Revisions Project No. Date Drawn Check I a Cl 6% 2. ICI 0 & % tA ?, C I8� so O—'s C:> C/D 00 • 4-J C/) 00 4--) Wi Sq. 0 C-11 C/) Rev! s ions Project No. bate Date.. i& Drawn Check 4414 GISTERED CHI tECT N. MICH L . GEORGE 'STATE OF WASHINGTOO El DESIGN CRITERIA: STRUCTURAL SYSTEMS PRESENTED IN THESE PLANS HAVE BEEN DESIGNED TO MEET THE REQUIREMENTS OF THE 2015 EDITION OF THE INTERNATIONAL BUILDING CODE & INTERNATIONAL RESIDENTIAL CODE. DESIGN LOADS: LATERAL SEISMIC LOADS: ANALYSIS METHOD: SIMPLIFIED PROCEDURE IE = 1.00, SEISMIC USE I, SITE CLASS D, SEISMIC DESIGN CATEGORY D LIGHT FRAME BEARING WALL w/ WOOD PANEL: R = 6.5 & Cs = 0.13 Ss = 1.25 & Si = 0.40 (PER 2002 USGS MAP w/ LAT. & LON.) Sos = 0.83 & Sot = 0.43, DESIGN BASE SHEAR = 4.94 k LATERAL WIND LOADS: WIND SPEED: 110 mph, IW = 1.00, EXPOSURE B, GCpi _ ±0.18, Kzt = 1.00 COMPONENT & CLADDING DESIGN PRESSURE pnet = 13.0 PSF VERTICAL LOADS: ROOF LOADS FLOOR LOADS DEAD LOAD 15 PSF 10 PSF LIVE LOAD N/A 40 PSF SNOW LOAD 25 PSF N/A SOIL AND FOUNDATION: 7:&jEel 019_1ILIJ:g] ALLOWABLE BEARING: 2000 PSF COEFFICIENT OF FRICTION: 0.35 ACTIVE PRESSURE: 35 PCF (UNRESTRAINED) 60 PCF (RESTRAINED) PASSIVE PRESSURE: 300 PCF ALL FOOTINGS SHALL BEAR UPON UNDISTURBED SOIL OR COMPACTED FILL AT LEAST 18" BELOW FINISHED GRADE. ALL WALLS SHALL BE ADEQUATELY BRACED PRIOR TO BACKFILLING. COMPACTED FILL SHALL BE FREE OF ORGANIC MATERIAL AND DEBRIS. FILL SHALL BE PLACED IN A MAXIMUM OF 8 INCH LIFTS AND COMPACTED TO A MINIMUM 95% OF THE MAXIMUM DENSITY AS DETERMINED BY ASTM D-1557. K01\[aaONIM&9i/9Ina 0aIImIa0]1[01TAI01tv-:1fU_\'a109099:721hInIImW90l1lf•1:4 1) F'c = 3000 PSI 2) MAXIMUM SLUMP = 4" 3) MAX WATER/CEMENT RATIO = 0.53; 6 GALLONS PER SACK 4) MINIMUM ENTRAINED AIR CONTENT SHALL BE 4%± 1% 5) INCORPORATE NO CALCIUM CHLORIDE ADMIXTURES WHERE ALUMINUM ALLOY MATERIALS ARE EMBEDDED. DESIGN F'c = 2500 PSI WITH F'c = 3000 PSI SPECIFIED FOR WEATHERING PER IBC TABLE 1904.2. NON -SHRINK 4000 PSI NON -SHRINK GROUT SHALL BE USED FOR ALL COLUMN BASE PLATES. PROVIDE CONSTRUCTION JOINTS AT A MINIMUM OF 20'-0" TO MINIMIZE THE EFFECTS OF CONCRETE SHRINKAGE DURING CURING. CONCRETE SHALL BE PROTECTED DURING CURING TO MINIMIZE EVAPORATION AND MAINTAIN A MOIST CONDITION. PIPES SHALL NOT BE EMBEDDED IN STRUCTURAL CONCRETE UNLESS SPECIFICALLY APPROVED BY THE DESIGN ENGINEER, WITH THE EXCEPTION OF ELECTRICAL CONDUIT. REINFORCING STEEL: REBAR: GRADE fy (PSI) #4 & SMALLER 40 40,000 #5 & LARGER 60 60,000 CAST AGAINST EARTH: 3" EXPOSED TO EARTH OR WEATHER: 2" SLABS, WALLS AND JOISTS: 3/4" BEAMS AND COLUMN: 1-1/2" LAP ALL FIELD SPLICES 30 DIAMETERS UNLESS NOTED OTHERWISE. DOWEL ALL EXTERIOR PROJECTIONS TO STRUCTURE WITH #4 BARS @ 12" HOOKED INTO WALL. BEND WALL AND FOOTING BARS 18" AROUND CORNERS, OR USE CORNER BARS. WELDED WIRE MESH SHALL CONFORM WITH ASTM A185 AND SHALL BE 6x6 W1.4x1.4 UNLESS NOTED OTHERWISE. PLACE AT MID -DEPTH OF SLAB AND PROVIDE ONE FULL MESH OVERLAP AT SPLICES. MANUFACTURED ROOF TRUSSES: ROOF TRUSSES SHALL BE DESIGNED BY AN ENGINEER REGISTERED IN THE STATE OF WASHINGTON AND FABRICATED FROM HIS/HER DESIGNS. THE SNOW LOAD SHALL BE NOTED UNDER DESIGN LOADS AND VERIFIED PRIOR TO FABRICATION. TRUSS DESIGNS SHALL BE SUBMITTED FOR REVIEW. BLOCK EDGES WHERE CALLED FOR IN PLANS. HANDLE AND INSTALL IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 1) WALLS: 7/16" APA RATED SHEATHING, 24/16, EXPOSURE, NAIL TO OUTSIDE FACE OF STUDS WITH 8d NAILS @ 6" O.C. ALL PANEL EDGES AND AT 12" O.C. IN FIELD AND PROVIDE SOLID BLOCKING AT ALL EDGES UNLESS NOTED OTHERWISE IN PLAN OR SHEARWALL SCHEDULE. 2) ROOF: 7/16" APA RATED SHEATHING, 24/16, EXPOSURE, NAIL TO OUTSIDE FACE OF RAFTERS/TRUSSES WITH 8d NAILS @ 6" O.C. ALL PANEL EDGES AND AT 12" O.C. IN FIELD AND PROVIDE SOLID BLOCKING AT ALL EDGES UNLESS NOTED OTHERWISE IN PLAN OR SHEARWALL SCHEDULE. 3) FLOORS: 3/4" APA RATED SHEATHING, 24/16, EXPOSURE, NAIL TO OUTSIDE FACE OF JOISTS WITH 10d NAILS @ 6" O.C. ALL PANEL EDGES AND AT 12" O.C. IN FIELD AND PROVIDE SOLID BLOCKING AT ALL EDGES UNLESS NOTED OTHERWISE IN PLAN OR SHEARWALL SCHEDULE. GENERAL NOTES: DO NOT SCALE DRAWINGS. USE ONLY WRITTEN DIMENSIONS. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ALL CONDITIONS AT THE SITE. CONFLICTS BETWEEN THE DRAWING AND SITE SHALL BE REPORTED TO THE ENGINEER BEFORE PROCEEDING WITH THE WORK. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS, ELEVATIONS, SLOPES, DOOR AND WINDOW OPENINGS, FINISHES AND OTHER NON-STRUCTURAL ITEMS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE DURING CONSTRUCTION AND SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENERS HAVE BEEN INSTALLED. THE CONTRACTOR SHALL COORDINATE WITH THE BUILDING DEPARTMENT FOR ALL BUILDING DEPARTMENT REQUIRED INSPECTIONS. THE DETAILS SHOWN ARE TYPICAL AND SHALL BE USED FOR SIMILAR CONDITIONS NOT SHOWN. PREFABRICATED ITEMS TO BE HANDLED AND INSTALLED PER MANUFACTURERS RECOMMENDATIONS. THIS DRAWING IS THE EXCLUSIVE PROPERTY OF THE ENGINEER AND CAN BE REPRODUCED ONLY WITH THE PERMISSION OF THE ENGINEER, IN WHICH CASE THE REPRODUCTION MUST BEAR THEIR NAMES AS ENGINEER. TYPICAL NAILING SCHEDULE: # OF REQ'D TYPICAL CONNECTION TYPE FASTENER LOCATION FASTENERS 8d COMMON (or) TOENAIL JOIST TO SILL OR GIRDER 3 3" x 0.131" NAILS (STAGGER) 8d COMMON (or) TOENAIL EACH BRIDGING TO JOIST 2 3" x 0.131" NAILS END SOLE PLATE TO JOIST OR TYPICAL FACE BLOCKING (WALL) 8� O.C. 3" x 0.131" NAILS NAIL TOP PLATE TO STUD, OR STUD TO SOLE PLATE (WALL) 3 3" x 0.131" NAILS END NAIL STUD TO SOLE PLATE (WALL) 4 8d COMMON (or) TOENAIL 3" x 0.131" NAILS DOUBLE STUDS, OR MULTIPLE 8" O.C. 3" x 0.131" NAILS FACE NAIL LAM MEMBERS DOUBLE TOP PLATES 12" O.C. 3" x 0.131" NAILS TYPICAL FACE NAIL BLOCKING BETWEEN JOISTS OR 3 3" x 0.131" NAILS TOENAIL RAFTERS TO TOP PLATE RIM JOIST TO TOP PLATE 6" O.C. 3" x 0.131" NAILS TOENAIL RAFTER TO TOP PLATE RAFTER SPACING SIMP. "H1" CLIP FILL ALL NAIL HOLES PER SIMP. JOIST TO RIM (BAND) JOIST 4 16d COMMON (or) FACE NAIL 3" x 0.131" NAILS WOOD FRAMING: a. COMMON NAILS (6d - 2" x 0.113", 8d - 212" x 0.131 ", 10d - 3" x 0.148") b. FOR ALL CONNECTIONS NOT SHOWN, REFER TO IBC 2304.9.1, DETAILS AND SHEAR WALL ALL GRADES SHALL CONFORM TO "WWPA GRADING RULES FOR WESTERN LUMBER, LATEST SCHEDULE EDITION" BEAMS (4X AND GREATER) DF#1 OR BETTER SHEAR WALL SCHEDULE POSTS DF #1 OR BETTER STUDS HF #2 / STUD ALL OTHER LUMBER HF #2 OR BETTER NAILING* SHEAR FLOW NAILING GLUE LAMINATED TIMBER: SHEATHING EDGES BASE TOE NAIL SILL PLATE MARK COMMON BLOCKED FIELD PLATE RIM/TOP ANCHORS** MEMBER USE SPAN TYPE SPECIES COMB. SYMBOL Fbx + Fbx - 7/6" OSB 8d @ 6" 8d @ 12" 16d @ 8" 16d @ 5" Y2" 0 A.B. @ 48" SW1 BEAM SIMPLE DF / DF 24F V4 2400 PSI 1850 PSI ONE SIDE O.C. O.C. O.C. O.C. O.C. & ENDS BEAM CANTILEVER DF / DF 24F V8 2400 PSI 2400 PSI 7/6' OSB 8d @ 4" 8d @ 12" 16d @ 5" SIMP. LTP4 Y2" O A.B. @ 32" ALL EXTERIOR DECK FRAMING AND WOOD MEMBERS IN CONTACT WITH CONCRETE OR SW2 ONE SIDE O.C. O.C. O.C. @ 20" O.C. O.C. & ENDS MASONRY SHALL BE PRESSURE TREATED. FASTENERS FOR PRESERVATIVE -TREATED WOOD (WITH THE EXCEPTION OF STEEL BOLTS ONE -HALF -INCH DIAMETER OR GREATER) SHALL BE SW3 /16.. OSB 8d @ 3" 8d @ 12" SIMP. LTP4 SIMP. LTP4 %2" 0 A.B. @ 24" OF HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR ONE SIDE O.C. O.C. @ 15" O.C. @ 15" O.C. O.C. & ENDS COPPER. WHEN USING STAINLESS STEEL OR HOT -DIPPED GALVANIZED CONNECTORS, THE CONNECTORS AND FASTENERS SHOULD BE MADE OF THE SAME MATERIAL. FOLLOW * USE COMMON NAILS FOR ALL NAILING. MANUFACTORERS RECOMMENDATIONS FOR CORROSION PROTECTION WHEN STEEL ** ANCHOR BOLT WASHERS MUST BE 3" X 3" X 1/4" THICK HANGERS AND CONNECTORS ARE USED. *** FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL NOT BE LESS THAN A SINGLE 3-INCH NOMINAL MEMBER OR (2) 2x6 HF#2 STITCHED TOGETHER WITH (2) SPIKE LAMINATE 2x4 COLUMNS TOGETHER WITH 16d no 9" O C STAGGERED LAMINATE 2x6 ROWS OF 16D @ 7" O/C STAGGERED. COLUMNS TOGETHER WITH (2) OFFSET ROWS OF 16d NAILS @ 9" O.C. DRIVE ADJACENT NAILS FROM OPPOSITE SIDES OF THE COLUMN. EACH INDIVIDUAL STUD SHALL BE ATTACHED TO THE ADJACENT STUD. FLOOR TIES & HOLDDOWNS PROVIDE DOUBLE TOP PLATES AT ALL WALLS AND STAGGER SPLICES A MINIMUM OF 48". MARK STRAP NAILING HOLDDOWN STUD HOLDDOWN ATTACH BOTTOM PLATE TO WOOD FRAMING BELOW WITH 16d @ 12" O.C. OR BOLT TO ANCHORAGE ANCHOR BOLTS CONCRETE WITH 1/2" DIAMETER ANCHOR BOLTS @ 48" O.C. EMBEDDED 7" MIN, UNLESS NOTE OTHERWISE IN PLAN OR SHEARWALL SCHEDULE. MSTA36 MSTA36 (26) 10d NON -BEARING WALLS MUST BE HELD AWAY FROM TRUSS BOTTOM CHORDS WITH AN APPROVED FASTENER TO INSURE THAT THE TRUSS DOES NOT BEAR ON THE WALL. HDU4 HDU4-SDS2.5 (10) SDS 4"x2l2" 5/8" 0 SSTB16 WOOD SCREWS ANCHOR BOLT CONNECTORS SHALL BE MANUFACTURED BY SIMPSON STRONG TIE COMPANY, INC., OR 5/8" 0 EPDXIED APPROVED EQUIVALENT. CONNECTORS SHALL BE INSTALLED PER MANUFACTURERS HDU5 HDU5-SDS2.5 (14) SIDS %4"x2Y2" 10" INTO SPECIFICATIONS WITH ALL HOLES IN HANGERS TO BE NAILED. WOOD SCREWS CONCRETE SOLID BLOCKING OF 2" NOMINAL THICKNESS OR GREATER SHALL BE PROVIDED AT ENDS AND 1) LOCATE HOLDOWN AT EACH END OF SHEARWALL AT ALL SUPPORTS OF JOISTS AND RAFTER. INSTALL BLOCKING OR BRIDGING AT 8'-0" O.C. FOR 2) CRIPPLE WALL CONSTRUCT SAME AS S.W. ABOVE FLOOR JOISTS AND 10'-0" O.C. FOR RAFTERS. PROVIDE SQUASH BLOCKING NEXT TO RIM JOIST 3) EXTEND FOUNDATION AS REQ'D. FOR H.D. A.B. EMBEDMENT UNDER ALL PERIMETER POSTS AND COLUMNS CONSISTING OF A DOUBLE STUD OR GREATER, 4) THREADED ROD AND COUPLER AS REQUIRED BLOCKING TO MATCH THE AREA OF THE MEMBER ABOVE. UNLESS OTHERWISE SPECIFIED, PROVIDE AN EQUIVALENT COLUMN OR SOLID BLOCKING TO SUPPORT OR FLOOR BELOW AT ALL COLUMN LOCATIONS. PROVIDE DOUBLE JOIST UNDER ALL INTERIORS WALLS THAT RUN PARALLEL TO JOIST ORIENTATION. POSTS AND FOOTINGS REMAIN UNCHANGED EXISTING 4x4 DF#2 TYP COLUMN TO BEAM CONNECTION r ❑■ J ❑ J 00 rxO co z SIMPSON DTT2 L EACH END ww z 0 4x8 DF#2 Q ,-❑ @ j16" O/C 1_______2x8_HF#2 ----------- ------ ---------- It I X ------------------- w- ----- 4 J 7�00 x 3 qt - i --- --------------------- ------ S2 v z 4x84x8 DF�2 JJ 5 w S2 20 0 0 Q ❑ L 0 ❑ ❑ EXISTING FLOOR FRAMING J DECK FLOOR FRAMING PLAN SCALE: 1/4" = 1'-0" ❑ ❑ to z O LO w z O U to w 0 w Q w w w w r` c � c\j U Q U Z Y — J C� Q w O o Z) 00 ) 0' W Z Q tY O w w W TO Z W � Q J V1 v 1 � � m 4-16-20 Mc JtiS J r^ 38799 w� �IONAL Z OQ 0 0 ) Q z z W 50 0 0 w CQ G GENERAL NOTES & SCHEDULES, FRAMING PLAN REVISION: 0 DATE: 4-16-20 DRAWN BY: TJM SCALE: AS NOTED PROJECT NO: W4468 SHEET NO: si 4x4 COL WRAP PER A 4x4 PO; UP TO RID( PRE -FABRICATED METAL RAILING. MEMBERS AND CONNECTIONS MUST WITHSTAND 200 LB POINT LOAD OR 50 PLF, WHICHEVER IS WORST, APPLIED ALONG THE TOP RAIL. DASHED LINE; SHOW SUPPORTING COLUMN: BELOV\ — — — — — — — — — — — — — — — — — — — — \ RAFTERS ARE 2x12 @ 24" \ O/C. TYPICAL U.N.O. \ FOR THE VALLEY TO RIDGE \ CONNECTIONS USE LSSU210-2 HANGERS. r- 7L T ❑ I ❑ 71 I EXISTING ROOF FRAMING ❑I ❑ I DECK ROOF FRAMING PLAN SCALE: 1 /4" = 1'-0" 7/6" APA 24/6 RATED OSB SHEATHING W/ 6d @ 6" O.C. EDGE / 12" O.C. FIELD NAILING (U.N.O. IN NOTES) 8d@6"O.C. INTO BLOCKING U.N.O. IN SCHEDULE VENT PER ARCH. ROOF RAFTER PER FRAMING PLAN H1 CLIP AT EACH RAFTER TO DBL TOP PLATE / HEADER OVERHANG OR BEAM CONNECTION PER PLAN DBL TOP PLATE OR HEADER SHEAR WALL PER PLAN 2x STUDS @ 16" O.C. RAFTER TO SHEAR WALL S2 SCALE: 3/4" = 1'-0" 1/2" 0 THROUGH BOLT @ 16" O/C STAGGER TOP AND BOTTOM EXISTING 4x8 BEAM NEW 1-3/4x7-1/4 LVL 3 BEAM TO BEAM CONNECTION S2 SCALE: 3/4" = 1'-0" UPPER COLUMN PER PLAN PT BLOCKING EA. BAY (4) 16d NAILS JOIST/COLUMN (2) 16d NAILS V PT DECK PER JOIST BAY JOISTS DECK BEAM PER PLAN SIMP. "BC6" SIMP. "BC6" LOWER COLUMN PER PLAN 5 DECK COLUMN TO BEAM TO COLUMN S2 SCALE: 3/4" = 1'-0" ROOF SHEATHING PER STRUCTURAL NOTES RIDGE BEAM PER PLAN TOENAIL RAFTERS TO RIDGE W/ (4) 16d COMMON MIN. EACH SIDE OR HANGER AS SPECIFIED IN FRAMING PLAN 2 RAFTER TO RIDGE BEAM SZ SCALE: 3/4" = 1'-0" P.T. DECK LEDGER SECURE TO HOUSE RIM JOIST W/ #12 x 3 %2" WOOD SCREWS AT 4" O.C. STAGGERED SIMPSON LUS28 JOIST HANGER DECKING PER ARCH. DTT2 CONNECTION PER PLANS DECK JOISTS PER PLANS RIM JOIST SHEAR FLOW NAILING OR SIMPSON CLIP AS SPECIFIED IN SHEAR WALL SCHEDULE LOWER SHEAR WALL PER PLAN N Z r 2 4" ROOF RAFTERS PER FRAMING PLAN 4" DECK LEDGER �� #12 x 3 %2" WOOD SCREWS LEDGER ELEVATION 2x6 STUDS @ 16" O.C. EXISTING STUDS 4 DECK LEDGER TO RIM JOIST SZ SCALE: 3/4" = 1'-0" HOUSE FLOOR FRAMING PER PLANS co z O cn w z O a U cn w 0 w Q 0 w w rn rn c M 0 U Q U Z Y J U Q O CD 04 Lu 00 00 F- U) Z Z u)Q0�(9U) w LLl Z W 0 F- z � W co v a) 00 4-16-20 C C S 1 V W.4SFj��, 38799 z OQ 0�^ W Q z z LLJ 50 C) ` 00 w CQ G ROOF FRAMING PLAN REVISION: 0 DATE: 4-16-20 DRAWN BY: TJM SCALE: AS NOTED PROJECT NO: W4468 SHEET NO: S2