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MADDEN ADDITIONit 0 a . AL D= � SITE PLAN ,& PROJECT DATA..: OF _ 5 ►�.oW��l t s�°I .cos. j s Michael Madden, Linda krese-Madden i2S 3% 1143 6t° Ave S. ®: _ Edmonds, WA 98020 Tax Acct. #: 00619400700701 o r-M 1C177 Project Data, Madden Addition 0 A:5 O i 20 ! IMPERVIOUS SURFACE CALCS. - T - I,+- q- ELF-.), ZKJirn Exist. house/porch roof outline 1653 sf (Built 1913) _ WExist. garage(roof outli%te 672 sf (Built 1971) slab & drive 114 sf _ t (exempt replaced in 2000)S Exist. Cone. pnd 357 sf (Pre 1977) (exempt replaced in .1999) - - .Exist. house/ orch roof outline 1113 sf wilt 2000 N0 Existing walks* 2$7 sf (Built 2000)" 1% �' PAR " t<i< GG50 L Exist. patio 225 sf (Built 2000) llrxist shed/roof outline* 148 sf (Bu11t 2fl01)ffi7 Ihouse/roof outline* 245..sftr? �` rx JTotal Regulated Impervious 1978 sf A-7DATUM: 100.0' (main floor level of the existing house).tHEIGHTCALCS. A=96.3'B=99.6'C=99.3D=102.0' iOl.I`,• tj14 Ave Grade = 99.3' ( 1W �SYM.B4OI;, SActual Height = 122.83'. j Maximum Allowed= 124.3' �e,r=-�:v�lwtrl�.- -- �LOT AREA: 1,3503 sf LOT COVERAGE: 3,174 SF (23.5%). _ 1 DETAIL. REFERENCE PLAN 5YM5OL LOT SLOPE: 65%approx. ' r 2 * v i tiy'r. SMOKE DETECTOR GRADING: `: T" 1 k l i 1 DETAIL NO. � ZONE:R6 SETBACKS. 5' sides, 20' front, 15' rear Al01 SHEET NO. EXH,4U5T F,4N FLOOR AREAS: Existing main floor _ ......... .... _..... . :.............._ _ _.._ . _.. , ..... 1 } 5LDG° -SECTION VI5I bN SYM50L Existing second floor, - SECTION LETTER New second floor 1 ITEM LETTER Total second Boor. A101 SHEET NO. Total Heated Living Area:.. Existing Unheated basement floor: 912 sf - Line Type Area (sgnare Feet) . 7. +.. NOA Esetu tReo&ted 3. New (Post 19M 4 44 a + '� %t• ' .. Toini iiegui„ated implerviuus Area _ { q , � � �' � 4. Miti aeon re weed i in excess o 2i'i00 .I. F } S. , Tota4 Area Mitigated by,Msting Stormwater Management Systept(s) - � .I' f? . 6- ... Regotated Area Not Yet Mitigated. _ 0 F 7. ..Y Area Proposed to be Mitigated by Low Impact Development Techniques = t ® 5 • F, 8 Area Proposed to be NG.dgated throe& Conventionnt SW1N1 •rech'tpgites - S. r ABBREVIATIONS` TABLE R02-1.1 ° INSUL ATM MD FMESTRATIOM Bit' COMPONBW EXPANSION t• AND D DRYER HDR HEADER R RISER AT D5L DOUBLE HF HEM -FIR RAD RADIUS CENTERLINE DET DETAIL HORIZ. HORIZONTAL REF. REFERENCE 4 DIAMETER OR ROUND DEMO. DEMOLISH, DEMOLITION HvAC HEATING, VENTLATiNG, REINF. REINFORCE d PENNY WAIL SiZE) OF DOUGLAS FiR-LARCH AIR CONDITIONING REQ. REQUIRED 112. PLATE DH DOUBLE HUNG REY REVISION POUND, NUMBER DIA, DIAMETER iN. INCH R" 1. ROOM APROXIMATELY DIM, DIMENSION iNSUL. INSULATION R.O. ROUGH OPENING DIN DINING ROOM INCL. iNCLUDE(IW3) A.B. ANCHOR BOLT DN. DOWN INT. INTERIOR Sc SOLID CORE ASV. ABOVE DR. DOOR SCHED. SCHEDULE ACOUS. ACOUSTICAL DS D0046FOLIT JT JOINT SECT. SECTION ALT. ALTERNATE DW DISHWASHER JST JOiST S.F. SQUARE FEET ALUM. ALUMINUM DWG. 'DRAWING S FOR SUB FLOOR AFF. ABOVE FINISH FLOOR KIT KITCHEN SH SINGLE HLW: ARCH. ARCHITECTURAL EA. EACH SHT. SHEET JOINT LAM LAMINATE 5HTHG SHEATHING II/0 8D BOARD EL. ELEVATION LAY LAVATORY SiM. SIMILAR .50R 1 BEDROOM ELEC. ELECTRICAL LIV LIVING ROOM SPECS, SPECIFICATIONS BLDG BUILDING EQ. EaJAL LNOY LAUNDRY 5Q SQUARE BLW BELOW EQUIP. EQUIPMENT LWR LOWER 55 STAIN STEEL CONSULTANTS r ,BLK BLOCK BLOCKING EXIST, EXISTING STL. STEEL GENERAL NG�TE SHEET INDEX: BM BEAM EXT. EXTERIOR MAS MASONRY STOR STORAGE BOT BOTTOM EW EACH WAY MAX. MAXIMUM 5U5P SUSPENDED $ BEARINKs MB MACHINE BOLT Michael A. George Architect 1. THE CONTRACTOR SHALL VERIFY CONDITIONS AT THE SITE INCLUDING Al COVER SHEET, PROJECT DATA :BRK BRICK FD FLOOR DRAIN MECH. MECHANICAL T READ 922 Fiat St.. DIMENSIONS AND SHALL IMMEDIATELY SPORT ANY DISCREPANCIES "ro A2 MAIN FLOOR PLAN .i:!SMT BASEMENT FDN FOUNDATION MFD MANUFACTURED T45 TOP AND BOTTOM Snohomish, WA 98290 THE ARCHITECT BEFORE PROCEEDING WITH THE WORK, .BTWN BETWEEN FF. FINISH FLOOR MFR. MANUFACTURER TAG TONGUE AND GROOVE 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL WORK A3 SECOND FLOOR PLAN, DOOR & WINDOW SCHEDULES BYND BEYOND FIN. FINISH MIN. MIN" TC TRASH COMPACTOR 360-568-1331 AND MATER ALS IN CONFORMANCE WITH THE INTERNATIONAL RESIDENTIAL A,4 WEST &NORTH ELEVATIONS, WINDOW FLASHING .SU BUILT -LP FLR FLOOR MISC. MISCELLANEOUS TEL TELEPHONE mikeaia a,•yahoo.com CODE, 2045 EDITION AS WELL AS ALL OTHER GOVERNING CITY, COUNTY A5 EAST &SOUTH ELEVATIONS F.O.C. FACE OF COLUMN MTD MOUNTED TEMP. TEMPORARY AND STATE BUiLDING CODES AS REQUIRED. GAB CABINET FAQ. FACE OF FINISH MTL METAL T.O.P. TOP OF PLATE 3. ELECTRICAL WORK SHALL CONFORM To THE REQUIREMENTS OF THE A6 'BUILDING SECTIONS cFM CUBIC FEET PER MINUTE F.O.S. FACE OF STUDS Tl P, TYPICAL INTERNATIONAL ELECTRICAL CODE. CH CEILING; HEIGHT FP FIREPLACE N,I,C, NOT IN CONTRACT C.J. G1., CONTROL JOINT FT. FOOT OR FEET NO. NUMBER UNO UNLESS NOTED OTHERWISE WEST 4. MECHANICAL WORK SHALL CONFORM To THE REQUIREMENTS OF THE GLCs, CENTERLINE FTC' FOOTING N.T.S. NOT TO SCALE COAST INTERNATIONAL MECHANICAL CODE, CLO. CEILING vB VAPOR BARRIER STRUCTURAL fi. THE CONTRACTOR SHALL KEEP AREAS UNDER CONSTRUGTiON SECURE, S lY _.- .r i F) Ip� PLAN c>sR CLOSET GA, GAUGE O/ OVER VERT, VERTICAL ENGINEERING, INc. AND CLEAR OF DiRT AND DEBRIS. 82 UPPER SECOND FLOOR &ROOF FFLAMII�TG PLANS G.M.U. CLEAR GALv. GALVANIZED O.G. ON CENTER vFY, VERIFY 9540 SEMIAHMOO PARKWAY 6. THE CONTRACTOR SHALL SCHEDULE WORK, AS MUCH AS POSSIBLE, TO } wcse 347-2sss AVOiD INCONVENIENCES O EXISTING NEIGHBORWOOD PROPERTY OWNERS. DETAILS COL. CONCRETE MASONRY UNIT GAR GARAGE OF. OVER FLOW YTO PENT TO OUTSIDE #137 wcse.net COMP COLUMN CC GENERAL CONTRACTOR OPNG, OPENING BLAINE, WA 98230 1. DIMENSIONS ON THE DRAWINGS ARE TAKEN FROM FACE OF MASONRY CONC. COMPACTED GFI GROUND FAULT INTERRiPT OPP. OPPOSITE W WASHER AND/OR GONCk'.ETE WALLS, TO FACE OF STUDS AND TO FACE OF COLUMNS CONSTR CONCRETE GL. GLASS OSB ORIENTED STRAND BOARD W/ WITH UNLESS NOTED OTHERWISE. WRITTEN DIMENSIONS TAKE PRECEDENCE CONT. CONSTRUCTION GLB GLUE LAMINATED BEAM UJ/O WITHOUT OVER SCALED DIMENSIONS: CPT. CONTINUOUS GWB GYPSUM WALL BOARD PER: PERFORATED WG WATER CLOSET 8, REPETITIVE FEATURES NOT NOTED ON THE DRAWINGS SHALL BE 05MT CARPET GWB-X TYPE X GYPSUM WALL BOARD 10-LAM. PLASTIC LAMINATE WD WOOD COMPLETELY PROVIDED AS if DRAWN IN FULL. CTR- CASEMENT PLBG PLUMBING UJP WEATHERPROOF S, THE CONTRACTOR SHALL PROVIDE ALL SWORING, BARRICADING; AND CENTER PLYUJD. PLYWOOD UR WATER RESISTANT BRACING NECESSARY TO ENSURE THE STRUCTURAL STABILITY Of THE PSF POUNDS PER SQUARE FOOT ULUM WELDED WIRE MESH AS -BUILT DRAWINGS P5i POUNDS PER SQUARE INCH BU{LDINCx AND THE HEALTH AND SAFETY OF THE PUBLIC AND ALL WHO PT. PAINT ENTER THE BUILDING DURING CONSTRUCTION. FL, PLATE 10. THE CONTRACTOR SHALL PROVIDE TEMPORARY FACILITIES AS REQUIRED. E 1 FOUNDATION PLAN 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 PLANS AND FIELD NOTIFICATIONS SHALL BE APPROVED F.IL'ER F.ENCE FILTER FENCE NOTES BY THE ARCHITECT, 14. THE CONTRACTOR SMALL VERIFY ROUGH -OPENING REQUIREMENTS FOR ALL FiLTER 1. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO FIXTURES AND EQUIPMENT PRIOR TO INSTALLATION, FABRIC-MIRAFi-14CN 2'X2'X14 GA. f 2X4 PoUCaLAS FIR NO. I THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE 15. THE CONTRACTOR SHALL BE GOVERNED BY ALL CONDITIONS AS OR EQUAL, ATTACH 21 WIRE MESH OR GRADE OR EQUAL NECESSARY, FILTER CLOTHSHALL BE SPLICED TOGETHER ONLY AT A STAPLES OR OUA��$EE (ALT-STL)FMH POST. SUPPORT POST, WITH A MINIMUM 6" OVERLAP, AND BOTH ENDS SECURELY INDICATED IN THE CONSTRUCTION DOCUMENTS AND SPECIFICATIONS. RNGS FASTENED TO THE POST. 16. IF THE CONTRACTOR 15 AWARE OF ANY DISCREPANCY BETWEEN THE WORK WTES 4 a 6) 2. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE ° CONTOURS (WHEN FEASIBLE). THE FENCE POSTS SHALL BE SPACED A AS SHOWN AND REQUIREMENTS OF CODES AND GOVERNING AGENCIES, MAXIMUM OF 6" APART AND DRIVEN SECURELY INTO THE GROUND NOTIFY THE °ARCHITECT IMMEDIATELY AND AWAIT HIS DIRECTION. (MINIMUM OF 30") W4' MIN. DIA. 3. A TRENCH SHALL BE EXCAVATED, ROUGHLY S' WIDE AND 12' DEEP, 11. THE CONTRACTOR SHALL VERIFY DIMENSIONAL QUESTIONS WITH THE WASHED GRAVEL UPSLOPE AND ADJACENT TO THE WOOD POST TO ALLOW THE FILTER ARCH{TGi, ,_D©_NOT -BASE pEC1SION5 ON.,., EACH SIDE FABRIC TO BE BURIED. - SG4L ED DRAWINGS 4. WHEN STANDARD STRENGTH FiLTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SiD£ OF THE POSTS USING HEAVY-DUTY WIRE STAPLES AT LEAST V LONG, TIE =EIJ WIRES OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A 0 -i _PTR I MINIMUM OF 4° AND SHALL NOT EXTEND MORE THAN 30" ABOVE THE ORIGINAL GROUND SURFACE, 5. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED EXCLUSION .OF SERVICES _ - - - - - TO THE FENCE AND 20' OF THE FARBRIC SHALL BE EXTENDED INTO THE I I IE i ! TR40.1. THE FABRIC SHALL NOT EXTEND MORE THAN 30" ABOVE THE 111, iP I -_- ( I( 1- -1�,_ I' ORIGINAL GROUND SURFACE. FILER FABRIC SHALL NOT BE STAPLE TO .I11 li- --Jifl"I' EXISTING TREES. _ all b. WHEN EXTRA -STRENGTH FILTER FABRIC AND A 4' POST SPACING ARE ° - I -11-A USED, THE WIRE MESH SUPPORT FENCE MY BE ELIMINATED. IN SUCH A GRAVEL CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE CONSTRUCTION DRAWINGS AIRE DIAGRAMMATIC AND DO NOT INTEND TO 61H911 ALL DETA0_6 OR C,ONDiTIONS FILLED POSTS WITH ALL OTHER PROVISIONS OF STANDARD NOTE 5 APPLYING. VARIES TRENCH 1. THE TRENCH SHALL BE BACKFILLLED WITH 3/4' MINIMUM DIAMETER OF CONSTRUCTION. THE ARC4HTiTECT NORIALLY PROVIDES CLARIFICATIONS AND AX&M QUESTIONS (SEE NOW$ 2 4 6) TYP, WASHED GRAVEL. RAISED BY THE CONTRACTOR AND OTHER DURING CONSTRUCTION PHASE SERVICES. TA! ARCHITECT BURY FiLTER S. FILTER PA13RiC SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR FABRIC tN A USEFUL PURPOSE,'BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN TtiiI;REFOi�E ASSUMES NO LIA51LITY OR RESPCN51BILITY FORE OR CONFLICTS WHIN OCCUR BECAUSE GRAVEL -FILLED PERMANENTLY STABLIXED. OF HIS EXCLUSION FROM FULL PARTICIPATION IN CONSTRUCTION PHASE SERVICES. Tom{ 9. FILTER FABRIC FENCE$ SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL, ANY REQUIRED REPAIR$ SHALL BE MADE IMMEDIATELY. ICUMATE ZUIIE 4:..: . . FEw mwAmtaaa U-FAc b €3.30 SKYLM70 U-FAC 0-50 GLAM FFAESTMT SW.6" 8 NR CEH G RVALuik 49 11 OM F>RME WM.0-ff' o R VALUE 21 int Maw Waff -Value 21t2i FLoort R VALUE 30 BEL e"' WALL fd VALUE 10115/21 int + TB SLAT? R-VALUE & DEPTH 10, 2 ft °0 ;.i Cq C* M 0 M ® 00 r-4 � . 00 4 °P C1.3 0 Revisions Date Project No. Date Drawn Check M6V 404 s . A Z k Atv mioke Detectors � - ZA aN .Md �J OYCJ V 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 oeliing height change greater than 24". Smoke detectors are to be. °I I Ov, Interconnected, with battery backup. Off? O 0 ` 4 H Q ,w Q Q Revisions Date Project No. Date Drawn M� Check M� 4474 REGISTERED ARCHITECT MI Ff A:6 AGE STATE. Of HI TON l �l V PC70f2,r VVINPtV\V H:eAPI H516,HT- T C-�4 1� 7%) F90 "I r-- 64 7771 H H r-,l T/; ZOO E-Q -.51 O-J%6- 1;,5 f2-1 IQ (41 TYPE -,POOR or 4-J Cq, x 4-J Cf) m 06 00 Ln • CO m 0 V504 23mm Project No. Date Drawn Check REGISTERED CHITECT L G E ND,.FLOO..,R.,.-PLA-N- O _T47TA L- ....... STEP -T.."INSTALL SILL fLKSHING PAPER AT BOTTOM OF OPENING, STAPLE ALONG TOP EDGE 3/ir 10fn FROM TOP OF PAPER ONLY LEAVE BOTTOM EDGE UNATTACHED FOR WATER RESISTANT BARRIER INSTALLATION TO GO mrr UNDERNEATH FLASHING PAPER lCr MIN. 53 mm) STEP 2: INSTALL JAMB FLASHING PAPER AT SIDES OF OPENING, TWO ROWS OF STAPLES, DO NOT STAPLE BELOW Raw 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 BARRIER, REINFORCED, GRADE A OR S. (I Y, MAX. 0305 mm) FW81 Fleshing Paper and Water Rosistnnt Barrier (Pangt:). Application SeqUence (153 mm)-MIN., 01-T\ I LAP WATER RESISTANT BARRIER mncALLY'ir mm) J I LAP WATER RESISTANT r BARRIER HORIZONTALLY (51 mm) MIN. SUP LOWER END OF JAMB FLASHING PAPER AND SILL FLASHING PAPER OVM WATER RESISTANT BARRIER ' / / i AT THE WINDOW SILL 3 / SELF -FURRING LATH j / BASECOAT FINISH COAT THIS SHEET OF WATER RESISTANT BARRIER TO SUP UNDER SILL AND FLASHING PAPER, NO*CH WATER RESISTANT BARRIER TO FIT TIGHTLY AROUND WINDOW FRAME PROFILE ONE AND/OR TWO LAYERS OF WATER RESISTANT BARRIER PER BUILDING CODE REQUIREMENTS FW83 Flashing Paper and Water Resistant Siemer (Pgpgr) Ap Itcation Sequence --,W.INDOW,.FLASHING... WEATHWING F. F, 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 VAP BARRIER, REINFORCED, GRADE FW82 Flashing Paper and Water Resistant --Barrier (Passer) 612plicati.Qn Sea Ugn-eg WIL, 104% v u fn 0 U-4 Cn ,4 0 0, rojec 0. Date Drawn Check -2, 2- tt rt- 04 N :�e 1-a r.') li :z- 44: 00 Lr) I Project No. Date Drawn Check Date ...:TYPICAL ROOF CONSTRUCTI4N:_ . Camp. roofing over 15# felt over 1/2" APA-rated sheathing over Roof.framing @ 24" o.c.(see framing plan) with R-58 insul (R• 11: @ attics), above heated spaces over Vapor barrier at single -member vaulted ceilings over 5/8" G.W.B, E (/ 1 llRiii___ ter, r� ��� �� �� �' • ..:� .....�- --�'" �.- - TYP: , EXTERIOR WALL -CONSTRUCTION.:.¢�.r°. It 41= r`' t . ,,s'"� ,,✓ '. Wood siding (see elevations),over weather barrier over' ; 1/2" APA-rated sheathing over 2x6 "studs @16" o.c. wl double top plate & >Ct". V. Pressure treated sill @cone: .✓" �� R-21 insulation between studs over vapor barrier r--'' over 1/2" G.W.B. TYp..IN'LRI4R.... WALL- CONSTRUCTION: . i 2x4 studs (i7:N.0.) @ 16" o c: w.i double top l t: late & 1/2 G.W.B. i Q TYPICAL . f, „,,, �. _t. ,,._ 3► .:. ...TYP. FLOO.R...CONSTRUCT,LOI : ':finish floor over 3/4' T&G APA-rated Sturd-i-floor subfloor glued & nailed to TH joists (see framing plans) w/ 1: I/4" Timberstrand rim joist (U.N.O.) over 5/S" G. W.B. (above heated spaces) or R-30 insulation fastened between joists (above unheated spaces). 'E a� 1� i' SECN C EC`I`10_N.. B.. .TV Vt 1J -T' �e . F-1 G&5. �: ♦• w a Revisions Project No. Data Drawn Check ,At.. I— i�7A. t—xt O,T 0 0! v I K*j Cl) 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.) SDS = 0.83 & SDI = 0.43, DESIGN BASE SHEAR = 4.94 k LATERAL WIND LOADS: WIND SPEED: 110 mph, IW = 1.00, EXPOSURE B, GCpi = t0.18, Kxt 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: DESIGN VALUES: 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. CONCRETE SHALL BE OF THE FOLLOWING 28 DAY TEST STRENGTH AND MIX: 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. SHEATHING: 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" Q.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" Q.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.G. 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: TYPICAL CONNECTION TYPE # OF REQ'D FASTENERS FASTENER LOCATION JOIST TO SILL OR GIRDER 3 8d COMMON (or) TOENAIL 3" x 0.131" NAILS (STAGGER) BRIDGING TO JOIST 2 8d COMMON (or) TOENAIL EACH 3" x 0.131" NAILS END SOLE PLATE TO JOIST OR 8" O C. 3" x 0.131" NAILS TYPICAL FACE BLOCKING (WALL) 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" Q.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 - 2%2" x 0.131", 10d - 3" x 0.148") ALL GRADES SHALL CONFORM TO "WWPA GRADING RULES FOR WESTERN LUMBER, LATEST b. FOR ALL CONNECTIONS NOT SHOWN, REFER TO IBC 2304.9.1, DETAILS AND SHEAR WALL EDITION" SCHEDULE BEAMS (4X AND GREATER) DF #1 OR BETTER POSTS DF #1 OR BETTER STUDS HF #2 / STUD ALL OTHER LUMBER HF #2 OR BETTER GLUE LAMINATED TIMBER: MEMBER USE SPAN TYPE SPECIES COMB. SYMBOL Fbx + Fbx - BEAM SIMPLE DF / DF 24F V4 2400 PSI 1850 PSI BEAM CANTILEVER DF / DF 24F V8 2400 PSI 2400 PSI ALL EXTERIOR DECK FRAMING AND WOOD MEMBERS IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS FOR PRESERVATIVE -TREATED WOOD (WITH THE EXCEPTION OF STEEL BOLTS ONE -HALF -INCH DIAMETER OR GREATER) SHALL BE OF HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR SHEAR L SCHEDULE NAILING* SHEAR FLOW NAILING MARK SHEATHING EDGES FIELD BASE TOE NAIL SILL PLATE COMMON BLOCKED PLATE RIM/TOP ANCHORS** SW1 7/ " OSB 8d @ 6" 8d @ 12" 16d @ 8"' 16d @ 5" ��" 0 A,B. @ 48° ONE SIDE O.C. O.C. O.C. O.C. O.C. & ENDS SW2 �/16" OSB 8d @ 4" 8d @ 12" 16d @ 5" SIMP. LTP4 %2" 0 A.B. @ 32" ONE SIDE O.C. Q.C. Q.C. @ 20" O.C. Q.C. & ENDS SW3 �/16" OSB 8d @ 3" 8d @ 12" SIMP. LTP4 SIMP. LTP4 1/2" Q A.B. @ 24" ONE SIDE O.C. O.C. @ 15" O.C. @ 1.5" O.G. 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 @ 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. PROVIDE DOUBLE TOP PLATES AT ALL WALLS AND STAGGER SPLICES A MINIMUM OF 48. ATTACH BOTTOM PLATE TO WOOD FRAMING BELOW WITH 16d @ 12" O.C. OR BOLT TO CONCRETE WITH 1/2" DIAMETER ANCHOR BOLTS @ 48" O.C. EMBEDDED 7" MIN, UNLESS NOTE OTHERWISE IN PLAN OR SHEARWALL SCHEDULE. 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. CONNECTORS SHALL BE MANUFACTURED BY SIMPSON STRONG TIE COMPANY, INC., OR APPROVED EQUIVALENT. CONNECTORS SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS WITH ALL HOLES IN HANGERS TO BE NAILED. FLOORTIES & HOLDDOWNS MARK STRAP NAILING HOLDDOWN STUD HOLDDOWN ANCHORAGE ANCHOR BOLTS MSTA36 MSTA36 (26) 10d HDU4 HDU4-SDS2.5 (10) SDS %"x2%2' 5/8" 0 SSTB16 WOOD SCREWS ANCHOR BOLT (14) SDS %"x21/2" 5/8" 0 EPDXIED HDU5 HDU5-SDS2.5 WOOD SCREWS 10 INTO 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. I� Fl J 1�00 �O x M �Ww za 0 POSTS AND FOOTINGS —� REMAIN UNCHANGED , 4x8 DF#2 2x8 HF#2 @ MI6" O/C � 4x8 DF 2 ■❑ 4 EXISTING FLOOR FRAMING SCALE: 1 /4" =1'-0" A Al J •' w . A 0 A R n z 0 co w z O 0 w H w rn ova v c+� c c%j 3 d C� ,� p �o H W Q F- � -1 cn <C w U w ui �uu)w w to 6-4-18 JACC on �G 38799 �3SjD �S� NAi � O 0. C u) Q 0 W 0 05 cc W GENERAL NOTES SCHEDULES, FRAMING PLAN REVISION: 0 DATE: 6-4-18 DRAWN BY: TJM SCALE: AS NOTED PROJECT NO: W4468 SHEET NO: Sl 4x4 COLUI� WRAP PER ARC 4x4 POST UP TO RIDGE DASHED LINES SNOW SUPPORTING COLUMNS -- BELOW 1 I RAFTERS ARE 2x12 @ 24" OiC. TYPICAL U.NA. FOR THE VALLEY TO RIDGE CONNECTIONS USE � LSSU210-2 HANGERS. � lam'-------T--------� r--------r-------��------� i i � �i �/ i �------ S1I8�GLB � � � �52%— J i i r� � i � � �--� � � � m— —� ---_ � �,z � bo i �� ��� --- ^� — �--— — �ry ��— !, ��� _ ��aooF _ —�M��� _. __�' ,� � ��' --- � -- °� J� -� r----� -�� r--- J � � �� scALE:1 i4" - 1'-0" _J 7�g" APA 24/g RATED OSB SHEATHING W/ 6d @ 6" O.C. EDGE / 12" O.C. FIELD NAILING U.N.O. IN NOTES} 8d a0 6" O.C. INTO BLOCKING U.N.O. IN SCHEDULE OVERHANG PER PLAN SHEAR WALL PER PLAN /�. .� .- .- ROOF RAFTER PER FRAMING PLAN H1 GLIP AT EACH RAFTER TO DBL TOP PLATE i HEADER OR BEAM CONNECTION DBL TOP PLATE OR HEADER 2x STUDS @ 16" O.C. � , � • � • � A 1/2" O THROUGH BOLT �a 16" O/C STAGGER TOP AND BOTTOM EXISTING 4x8 BEAM NEW 1-3/4x7-1/4 LVL ROOF SHEATHING PER STRUCTURAL NOTES r w r � ' � � P.T. DECK LEDGER SECURE TQ HOUSE RIM JOIST W/ #12 x 3 %2" WOOD � SCREWS AT 4" O.C. STAGGERED SIMPSON LUS28 JOIST HANGER DECKING PER ARCH. � DECK JOISTS PER PLANS RIM JOIST SHEAR FLOW NAILING OR SIMPSON CLIP AS SPECIFIED IN SHEAR WALL SCHEDULE LOWER SHEAR WALL PER PLAN TOENAIL RAFTERS TO RIDGE W/ (4)16d COMMON MIN. EACH SIDE OR HANGER AS SPECIFIED IN FRAMING PLAN ROOF RAFTERS PER FRAMING PLAN DEGK LEDGER --� � #12 x 3 %" WOOD SCREWS LEDGER ELEVATION 2x6 STUDS /� a�7 16" O.C. EXISTING STUDS HOUSE FLOOR FRAMING PER PLANS to W CY_ O F= LL U w w Q w tr rn a�a F � a� c �. �; ... � cU Z .J U' ® M 2 {%� '� LL Ut W O l^^ t1? W Q [��� �'"",� M C� � Cn 6-4-18 c �'�Q 38'799 �I �,�� OIyAI, a �.- Q �- d� �� �u � �� a� �w ROOF FRAMING PLARI REvlsloN: o DATE: 6-4-18 DRAWN BY: TJM SCALE: AS NOTED PROJECT NO: W4468 SHEET NO: ��