Loading...
approved plansNritten dimensions on this drawing shall have precedence over scaled dimensions. Gontoctor shall verify all dlmensions, conditions, etc., pertaining to the work before proceeding. The Owner must be notified of any variations from the dimensions and/or conditions shown on these drawings. Any such variation shall be resolved by the Owner prior to proceeding with the work, or the Contractor shall accept full responsibility for the cost to rectify same. Sal.)A E FOOTAGIE-S MAIN 25cf0 LOWEf;R- 1455 TOTAL 4045 GOV i� I� 260 D�GfC 14CI i='Oi�GH D�GiG 258 C,Af;,: .C-�7 # 1 Cf 54 C-7A52,AC7E #2 550 NOTES: I. ALL WOOD EXPOSED TO WEATHER SHALL BE PRESSURE TREATED, PAINTED OR CEDAR. 2. CAULK AND SEAL ALL WINDOW/DOOR AND EXTERIOR ENVELOPE PENETRATIONS. 5. GLAZING PER STATE ENERGY CODE. 4. PROTECTION FROM DECAY 15 REQU I RED FOR ALL WOOD S 1 D I NG AND WALL FRAMING LESS THAN 2" ABOVE CONCRETE STEPS, PORCH SLABS, PATIO SLABS, AND SIMILAR HORIZONTAL SURFACES EXPOSED TO THE WEATHER 5. REFER TO ALL ELEVATIONS FOR TYP I GAL NOTES. 6. S.G. = SAFETY GLASS 7. ADDRESS NUMBERS SHALL BE A MINIMUM 4" HIGH WITH A MINIMUM STROKE WIDTH OF 1/2" AND TO BE ON A CONTRASTING BACKGROUND PER I RC 51 G.1 FLA!5H I NG NOTE APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE FASHION I N SUCH A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER INTO THE BUILDING STRUCTURAL FRAMING GOMPONENTS THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVEDD CORROSION RESISTANT FLASHING SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS: 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER RESISTIVE BARRIER FOR SUB5EOUENT DRAINAGE 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS 5. UNDER AND AT THE ENDS OF MASONRY, WOOD, OR METAL GOPINGS AND SILLS 4. GONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM 5. WHERE EXTERIOR PORCHES, DEGKS, OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD FRAME CONSTRUCTION 6. AT WALL AND ROOF INTERSECTIONS 7. AT BUILT IN GUTTERS ADDRESS NOTE: ADDRESS NUMBERS SHALL BE A MINIMUM 4" HIGH WITH A MINIMUM STROKE WIDTH OF 1/2" AND TO BE ON A CONTRASTING BACKGROUND PER I RC 51 G.1 A residential fire sprinkler system is required -A recommended flow -through design will mee specifications and reduce equipment and continuing maintenance requirements. ECDC19.05.020132. Provide a minimum combination water service of one inch (1") meter and one and one half (11/2") service line, or show that domestic and fire protection needs can be met with a smaller service. I X4 CORNEF 2X10 BARGE BOARD W/ I X5 TRIM AT GABLE ENDS 2X8 FA5r— I A BOARD W/ METAL GUTTER - 12 _-- 6 — 12 6 100-1 Ll ��ST ELEVA%71ON SEE GENERAL NOTES SCALE: 1/4" = 1'-0" ^r=ST ON SEE GENERAL NOTES SCALE: 1/4" = 1'-0" ASPHALT COMP. SHINGLES -ON 15# FELT MAXIMUM BUILDING HEIGHT a 50 AO' HEIGHT OF STRUCTURE ® aO.16' I BOARD AND BATTEN SIDING- I X5 BATTENS © 24" O.G. W/ PLYWOOD OR HARD I -PANEL BEHIND MAIN FLOOR P.L. PIN. PLR. MAIN ® 64.00, I V AVERAGE ORI G 1 NA.L 6RADE a 55AO' Obtain Electrical Permit from State Labor & Industries ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIfiNCE APPROVED 9111, EL", 0 "ST 's M, [fi r I n BE City of Edmonds Building department r )�r_ FIRO 1 CITY OF EDMONDS BUILDING DEPARTMENT S 88 ZS t50J �. r� OWNER p� APPROVED DATE: BLDG. OFFICIAL: _.. I�Cd�2a20�022q �71 REG I STEREO ARCHITECT 'MIGF+ YNE JOHNSoj STATE OF WASHIN6TON II VJ U0, 00 ° U O H6 U U Ln 1� 00 cn 0 0 00 VI fj O V� v W fit L 0- date: 11-25-IG permit: revisions: drawn by cher_ked �by: MWJ S H 3= 3= —F Ij .��� , BUILDNIG SEE GENERAL `�OTF-5 5EE G='1ERAL 'NOTES sGA-ez 1/4" = 1'-0 " MAIN FLOOR P.L. FIN. FLR. MAIN LOJNi=R PLOOR- FIN. FLR. LOWER 0 IY 11 w 128�1 '\\/> REGISTERED AfZr-H I TEGT 'MICH L YNE JOHN50NI STATE OF WASHIN19TON 4 0 00 Q z �u U r U � 00U N l-4 0 z�c x oc 0 0 00 11.1 D- lu > V1 N 0 0 m 0 i permit: revisions: drawn by : MW.J checked by: Si-iF=F=T AN 55'-6 " 80� 25'-2" 24'-6" Written dimensions on this drawing shall have precedence over scaled dimensions. Contactor shall verify all dimensions, conditions, etc., pertaining to the work before proceeding. The Owner must be notified of any variations from the dimensions and/or conditions shown on these drawings. Any such variation shall be resolved by the Owner prior to proceeding with the work, or the Contractor shall accept full responsibility for the cost to rectify same. SHEAR NOTE: 614— — — — — — — — — — — — — — — — — —— _Q I D II II nrT I I N<. , C, ' l l NOTE. CONTRACTOR TO /' BV' / \ VERIFY WITH PLUMBER EXACT LOCATION OF \ PLUMBING AT SLAB. — — I I � NOTE: - I. 4" GONG. SLAB OVER Q 1 PEA GRAVEL $ DRAIN SYSTEM I I I AND GOMPAGT EARTH. W/ 6 MIL VAPOR BARRIER. 2. R-10 RIDGID INS. c �6 R� +(3 IMPSON I I 0 � � 0 I. 3X MATERIAL GAN BE USED FOR ALL MUI75ILL5 2. SET A DOUBLE 2X STUD BEHIND EVERY 5THD14 HOLDOWN GALLED OUT ON THE FOUNDATION PLAN. SET HOLDOWN 1/2" MINIMUM AWAY FROM WALL CORNERS, WINDOW AND DOOR HEADERS. IT IS IMPORTANT THAT THE FOUNDATION CONTRACTOR HAS THE MAIN FLOOR PLAN SHEET TO PROPERLY LAYOUT HOLDOWNS. NOTES: ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED OR CEDAR. PROVIDE CRAWL DRAIN a LOW POINT IN GRAWLSPAGE. SOLID BLOGIGING UNDER ALL BEARING WALLS. SLOPE ALL GONG. STOOPS AND/OR PATIOS 1/4" PER FOOT AWAY FROM DOORWAYS. SHEAR NOTE: SEE SHEET L I FOR SHEAR WALL LOCATIONS, SHEAR WALL NAILING SCHEDULE, 4 DETAILS. L — — J b" GONG. FOUNDA ION WALL TYP I GAL IVW5" CONT. GON . FC TYPICAL w I L-I ``— — — — — — — — — — — — — — — — — — — \/ -- ---- 0 — — — — — — — — — — — — — — — — — — — — — — —IVrxa ° 50 DOOR I I 0 "a �°� BLOGKOUT n« y \ / I I 5.1 N<. ASV. \ I I I I I I I ENTIRE SLAB PER I OPTION IA T I ------------ \� L---18X8 STRIP FOOTING _ 1^1/ 2-#4 CONTINUOUS I--------------------------------- --- --- _ p a rya I I 18X8 STRIP FOOTING L — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ W/ 2-#4 CONTINUOUS — — — — — — — — — — — — — — --- --- 1 J SWIG ° Q��'� � I I I a o0�#a X, I 4" GONG. SLAB ON HoN I I I II AWB'GvOMPAG EART' . SLOPE 1/ "/FT. I I (VI 1 #4 STUB TEEL I I XQ 3(c a 15" O. . MAX. I I ryQ 17 'x I I I r—--- -------------- `���� J J SIN< ABV. FURN �ABV/ _18X8 STRIP _FO_OTING W/ 2-#4 CONTINUOUS 4" GONGRETE SLAB SLOPE 4" TO OVERHEAD DOCK GRANULAR FILL UNDER GARAGE SLAB SLOPE 3" TO DOOR ALL FOUNDATION WALLS THAT RETAIN EARTH AND THAT ENCLOSE —i-iABITABLE OR USEABLE SPACE BELOW GRADE ARE REQUIRED TO BE WATERPROOFED FROM THE TOP OF THE FOOTING TO THE FINISHED GRADE PER R406.1 --- 1 _ STRIP FOOTING-----------� _. W/ 2-#4 CONTINUOUS — — — — — — — — — — — — — — — — — — — — — — — ---� L STRIP FOOTING J I I LAS ON 1 I I — — — — — — — — — — — — —IOX8 — — W/ 2-#4 CONTINUOUS I I 4" GRAY LFILL ON GOMPACT EARTH I — — — — — — — — — — — SLOPE I/4"/FT. #4 STUB STEEL ----------� L— J ® 18" O.G. MAX. I I 5IM 0 ABI 60POST BA'' 1 I I (2ARAC3E I Qr��. I 1 aV 4 p I 4" GCNGRETE SLAB SLOPE I I 4" TO OVERHEAD DOOR 1 o tK ID �D GRANULAR FILL UNDER U.� I Q I Z GAi.;�AGE SLAB 1 o SLOPE S" TO DOOR I _� 0 1 z I I I Q o0 _j L-. � I I I sl PSON -1(V I I------y--- — — — — — — — — — — -------�--- ---� BASE POST 0 L J r- \/24X24X3 J 1, --— I I - -1 � 1 -------------_------- --J I -T/ PI-4" ,(�I L-------J m - I I GONG. PAD W/ (2) #4 E.W. ABU POST I I �,--------------------►�, — — — — — — P!-2" BASE (2) �X STUDS i PLATES HOLDDOWN SCHEDULE MARK HOLDOWN/ FASTENERS WOOD MEMBER ANCHOR STRAP TH I CKNESS/SPEC_ I ES REQU I RED T-I STHD14/14 RJ 24-16d SINKERS (2) 2X4/2X6 STUDS HF/SPF T-2 MST48 (54)-16d (2) 2X4/2X6 STUDS HF/SPF T-5 MSTA56 (26)-IOd (2) 2X4/2X6 STUDS HF/SPF 2 2X 2 STUDS T-4 MST G48B5 (✓P>)- I Od HF/SPF T-5 HDUB-S1752.5 (20) SDS 1/4" (2) 2X4/2X6 STUDS 55TB28 (7/8 ") MIN. 24--1/8" X 2-I/2" HF/SPF EMBEDMENT T-6 HDU11-SDS2.5 (50) SDS I/4" (5) 2X6 STUDS SBIX50 (I") X 2-1/2" HF/SPF MIN. 24" EMBEDMENT 04 x — — — — — — — — til 24X24X8 GONG. PAD W/ (2) #4 E.W. S I MPSON ABU44 POST BASE LL J N I r I L 24X24X8 GONG. PAD W/ (2) #4 E.W. S I MPSON ABU44 POST BASE O U N O T I ON_' J.._ N SEE GENERAL NOTi-5 SCALE: 1/4" = P-O" 1:25-11 REGISTERED ARr-HITEGT 'MIGH L YNE JOHNSONI STATE OF WASHINOTON V J �T� U N1 00 O 00 U O H z a t U 'U :U L/ J 00 N 00 " z' C!� H 00 O O 00 • 7 U, V, O 0 ffnn U1 m 0 Q date: II-25-Iq permit: revis tons : drawn by: checked by: MWJ E.,f-iF= E�T Written dimensions on this drawing shall have scaled dimensions. Contactor shall verify all conditions, etc., pertaining to the work before The Owner must be notified of any variations dimensions and/or conditions shown on these - such variation shall be resolved by the Owne proceeding with the work, or the Gontroctor full responsibility for the cost to rectify same NOTES: ALL EXTERIOR WARM WALLS TO BE 2 X 6 STUDS a 16" O.G. TYPICAL. ALL HEADERS TO BE 4X10 DF#2 UNLESS NOTED OTHERWISE. FUR —OUT HEADERS TO MATCH 2 X 6 WALLS. ALL EXTERIOR HEADERS MUST BE INSULATED WITH R-10 INSULATION PER WSEG FOR WINDOWS WITH OPERABLE OPENINGS MORE THAN '72" ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING SHALL BE 24" MINIMUM ABOVE THE FLOOR. EXCEPTIONS: FULLY OPEN WINDOWS WHERE A 4" SPHERE MAY NOT PASS THROUGH OR WHERE FALL PROTECTION DEVICES ARE PROVIDED PER ASTM F 20cf0 SOLID BLOCKING UNDER ALL BEARING WALLS. TUB/SHOWER UNITS SHALL HAVE FIRE BLOCKING BETWEEN WALL STUDS AND WATERPROOF SURROUNDS TO +72" FROM DRAIN. GLAZING, INGLUDING WINDOWS WITHIN +72" OF DRAIN, SHALL BE SAFTEY GLASS. SHOWER FLOW 15 LIMITED TO 1.75 GAL/MIN. EXHAUST FANS LARGER THAN 50GFM MAY BE GONNEGTED TO 4" SMOOTH WALL VENT PIPE IF RUNS DO NOT EXGEED 20' IN LENGTH. THE MINIMUM SIZE OF FLEX DUGT IS 5" DIAMETER WITH A MAXIMUM RUN OF 15' COMBUSTION AIR REQUIRED FOR ALL FUEL BURNING APPLIANCES LEGEND: BEARING WALL BEARING ABOVE FLOOR LINE ABOVE PT. LD. ABA/. . l POINT LOAD ABOVE MULTIPLE 2x STUDS a POINT LOAD SMOKE DETEGTOR O IIOV INTERGONNEGTED W/ BATTERY BACK—UP. PER IRG 514 HEATING NOTES: + INSTALL PER ASHRAE GOA-88 + 18" PLATFORM OF 2 LAYERS 5/4" PLYWOOD (I LAYER IF PLATFORM IS ON SLAB) + SEE HEATING NOTES OPTIONAL NOTES: RAISE ALL PILOTS, BURNERS AND SWITCHES +18" MINIMUM ABOVE SLAB. F I REPLACE NOTE: OCARBON MONOXIDE DETECTOR 'O' CLEARANCE FIREPLACE W/ PER IRG 515 DIRECT VENT *** SHEAR NOTE: SEE SHEET L I FOR SHEAR WALL NAILING SCHEDULE, 4 DETAILS. FACTORY BUILT FIREPLACE SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS AND SHALL HAVE APPROVAL LABEL ATTACHED 5/8" TYPE "X" GWB TO ROOF SHEATH I NG FIREPLACES & STOVES MUST BE D.O.E. APPROVED 8 BE TESTED, CERTIFIED '$ LABELED AS SUITABLE FOR USE DURING A FIRST STAGE BURN BAN. GARAOE NOTES: I. GARAGE/LIVING SEPARATION, USE 5/8" TYPE 'X' GWB AT CEILING/WALL. WRAP POSTS AND BEAMS. 2. INSULATE ALL WARM WALLS AND CEILING. 5. DOOR BETWEEN GARAGE AND RESIDENCE SHALL BE 1-5/5" MINIMUM THICK SOLID WOOD OR STEEL WITH SOLID OR HONEYCOMB GORE OR 20 MINUTE FIRE RATED EQUIPPED WITH A SELF GLOSING DEVIGE. 4. DUCTS IN GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE RESIDENCE FROM THE GARAGE SHALL BE NO. 26 GAGE SHEET STEEL AND HAVE NO OPENINGS INTO THE GARAGE i-IOLDDOWN SGf-fEDUL� MARK- HOLDOWN/ FASTENERS YNOOD MEMBER ANCHOR STRAW TH I GKNESS/SPECIES REOU I RED T-1 5THD14/14 RJ 24-16d SINKERS (2) 2X4/2X6 STUDS HF/SPF T-2 MST48 (54)-16d (2) 2X4/2X6 STUDS HF/SPF T-5 MSTA56 (26)-IOd (2) 2X4/2X6 STUDS HF/SPF 2 2 X ST S T-4 M5TG48B5 (� 8) - I O d HF/SPF T-5 HDU0-S052.5 (20) SDS 1/4" (2) 2X4/2X6 STUDS 55TB28 (7/8") X 2-1/2" HF/SPF MIN. 24-7/8" EMBEDMENT T--6 HDU I 1-5052.5 (50) SDS I /4 " (3) 2X6 STUDS SB I XSO (I ") X 2-1/2" HF/SPF MIN. 24" EMBEDMENT L.0 r=R r—i—OOR... FLAN SEE GENERAL NOTES SCALE: 1/4" = P-O" 1 5-TI REGISTERED ARCHITECT I IMIGH L YNE JOHNSOIJ� STATE OF YVASHINCGTON V J w U00 00 0 � W U O �U �U ° �! J N U U 00 zV 00 0 0 00 OL 110 7-7 fj a� 0 L Q_ date': 11-25-14 permit: revisions: drawn by checked by: MWJ Written dimensions on this drawing shall have precedence over scaled dimensions. Contactor shall verify all dimensions, conditions, etc., pertaining to the work before proceeding. The Owner must be notified of any variations from the dimensions and/or conditions shown on these drawings. Any such variation shall be resolved by the Owner prior to proceeding with the work, or the Contractor shall accept full responsibility for the cost to rectify same. 3.2'-2 II BB-1 4X I O DF#2 a # II I I I I I I Q II I I I I I I I I 1 ALL BUILT UP STUD/ COLUMNS USE 16d NAILS a 12" O.G. STAGGERED TO ATTACH MEMBERS. NAILING IS TO OCCUR AT THE FACE OF THE STUD G516 STRAP BOTH SIDES OF BEAM TYP I GAL AT BEAM TO WALL/POST CONNECTIONS �I� �� -- 6 -- XI I I I 61 I I I N Ir ,I N I I I tillL -- -- -- �I mm� X> �O 2X12 PT JOISTS ��I LL r-- NcvQ�V 1111E—I— Q r IL — — — — —IIIy- 11 I I I I I I I I I I I I I I I I J _j I Imo— N,W — — Q �N� �NQ�� IIL �=W I r x_- I II I I J m q)Q S I r�IPsoN N mfQ I I I CD (Y 5 LL W I JI L -—--� WAD /12 �I CD�— I L +�,�NOErz JI I> 1� I I I 11 i I III I I I� I L JI Ilr �I fly-- . _0 �I J NOTES: ALL EXTERIOR WARM WALLS TO BE 2 X 6 STUDS a 16" O.G. TYPICAL. ALL HEADERS TO BE 4X10 DF#2 UNLESS NOTED OTHERWISE. LEGEND: FUR -OUT HEADERS TO MATCH.2 X 6 BEARING WALL ALL EXTERIOR HEADERS MUST BE INSULATED WITH R-10 INSULATION PER WSEG _..'' _.._ BEARING ABOVE FOR WINDOWS WITH OPERABLE OPENINGS MORE FLOOR LINE ABOVE THAN 72" ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING PT. LD. i� POINT LOAD ABOVE SHALL BE 24" MINIMUM ABOVE THE FLOOR. EXCEPTIONS: ABV.A FULLY OPEN WINDOWS WHERE A 4" SPHERE MAY NOT MULTIPLE 2x STUDS PASS THROUGH OR WHERE FALL PROTECTION DEVICES a POINT LOAD ARE PROVIDED PER ASTM F 2090 SMOlGE DETECTOR SOLID BLOCKING UNDER ALL BEARING O IIOV INTERCONNECTED WALLS. W/ BATTERY BACK-UP. PER IRG 514 TUB/SHOWER UNITS SHALL HAVE FIRE BLOCKING BETWEEN WALL STUDS AND O CARBON MONOXIDE DETECTOR WATERPROOF SURROUNDS TO +72" PER IRC 315 FROM DRAIN. GLAZING, INCLUDING WINDOWS WITHIN +72" OF DRAIN, SHALL BE 5AFTEY GLASS. SHOWER FLOW IS LIMITED TO 1.75 GAL/MIN. SHEAR NOTE: EXHAUST FANS LARGER THAN 50CFM MAY BE SEE SHEET L I FOR SHEAR WALL CONNECTED TO 4" SMOOTH WALL VENT PIPE NAILING SCHEDULE, 4 DETAILS. IF RUNS DO NOT EXCEED 20' IN LENGTH. THE MINIMUM SIZE OF FLEX DUCT IS 5" DIAMETER WITH A MAXIMUM RUN OF 15' COMBUSTION AIR REQUIRED FOR ALL FUEL BURNING APPLIANCES ETAL FLASHING a RIM SIMPSON LUS210 Z-MAX JOIST HANGER SIMPSON DTT2Z-5DS2.5 TWO PLACES AT DECK. USE (2) 2X JOISTS AT EACH LOCATION PER SIMPSON 5PEGIFICATION5. NAIL FLOOR SHEATHING AT 6" AT DOUBLE JOIST WITH I/2" DIAMETER THREA ED ROD 24" LONG 2X12 PT LEDW GER / 1/2" X 6" LAG BOLTS HOT DIPPED GALVANIZED OR STAINLESS STEEL LAG BOLTS SHALL BE PLACED 2 INCHES FROM THE BOTTOM OR TOP OF THE DEG LEDGER AND BETWEEN 2-5" FROM THE ENDS OF THE DECK LEDGER. THE LAG BOLTS SHALL BE STAGGERED FROM THE TOP TO THE BOTTOM ALONG THE HORIZONTAL RUN OF THE DECK LEDGER/ LAG BOLTS ARE TO BE AT EVERY JOIST BAY (16" O.G.) OEC1G LEDGER OETAIL 1�AIN �=L.00R 4STERED HITECT I IN6TON JOHN50� 4 0 00 G1 Q 0 z p r U r N N N � 0 N w� r 00 m 0 0 00 date: II-25-Ici permit: revis ions : drawn by: mkq-j checkad by: Sf-i�i=T SEE GENERAL NOTES SCALE: 1/4" = P-O" Written dimensions on this drawing shall have precedence over scaled dimensions. Contactor she conditions, etc., pertaining to the i The Owner must be notified of am dimensions and/or conditions shore such variation shall be resolved i proceeding with the work, or the 1 full responsibility for the cost to r NOTES: ALL EXTERIOR WARM WALLS TO E 2 X 6 STUDS a 16" O.G. TYPICAL. ALL HEADERS TO BE 4X10 DF#2 UNLESS NOTED OTHERWISE. FUR -OUT HEADERS TO MATCH 2 X 6 HALLS. ALL EXTERIOR HEADERS MUST BE INSULATED KITH R-10 INSULATION PER NSEG LEGEND: FOR WINDOWS WITH OPERABLE OPENINGS MORE THAN 72 " ABOVE THE FIN 1 SHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENINE� PT. LD. SHALL BE 24" MINIMUM ABOVE THE FLOOR. EXCEPTIONS: ABV. : c FULLY OPEN WINDOWS WHERE A 4" SPHERE MAY NOT PA55 THROUGH OR WHERE FALL PROTECTION DEVICES ARE PROVIDED PER ASTM F 2090 SOLID BLOCKING UNDER ALL BEARING HALLS. TUB/SHOVER UNITS SHALL HAVE FIRE BLOCKING BETWEEN PqALL STUDS AND WATERPROOF SURROUNDS TO +-12" FROM DRAIN. GLAZING, INCLUDING NINOONS NITHIN +72" OF DRAIN, SHALL BE 5AFTEY GLASS. SHOWER FLON IS LIMITED TO 1.75 GAL/MIN. EXHAUST FANS LARGER THAN 50GFM MAY BE CONNECTED TO 4" SMOOTH WALL VENT PIPE IF RUNS DO NOT EXCEED 20' IN LENGTH. THE MINIMUM SIZE OF FLEX DUCT IS S" DIAMETER NITH A MAXIMUM RUN OF IS' COMBUSTION AIR REQUIRED FOR ALL FUEL BURNING APPLIANCES BEARING WALL BEARING ABOVE FLOOR LINE ABOVE POINT LOAD ABOVE MULTIPLE 2x STUDS a POINT LOAD O SMOKE DETECTOR IIOV INTERCONNECTED W/ BATTERY BACK-UP. PER I RG 514 OCARBON MONOXIDE DETECTOR PER I RC 515 * * * SHEAR NOTE: SEE SHEET L I FOR SHEAR WALL NAILING SCHEDULE, 4 DETAILS. HEATING NOTES: + INSTALL PER A5HRAE qOA-88 + 15" PLATFORM OF 2 LAYERS 3/4" PLYNOOD (I LAYER IF PLATFORM IS ON SLAB) + SEE HEATING NOTES OPTIONAL NOTES: RAISE ALL PILOTS, BURNERS AND SNITCHES +15" MINIMUM ABOVE SLAB. F I REPLACE NOTE: 'O' CLEARANCE FIREPLACE N/ DIRECT VENT FACTORY BUILT FIREPLACE SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS AND SHALL HAVE APPROVAL LABEL ATTACHED 5/8" TYPE "X" GNB TO ROOF SHEATHING FIREPLACES $ STOVES MUST BE D.O.E. APPROVED & BE TESTED, CERTIFIED $ LABELED AS SUITABLE FOR USE DURING A FIRST STAGE BURN BAN. GARAGE NOTES: I. GARAGE/LIVING SEPARATION, USE 5/8" TYPE 'X' GNB AT GE I L ' NG/NALL. NRAP POSTS AND BEAMS. 2. INSULATE ALL HARM HALLS AND CEILING. 3. DOOR BETWEEN GARAGE AND RESIDENCE SHALL BE 1-3/8" MINIMUM THICK SOLID NOOD OR STEEL KITH SOLID OR HONEYCOMB GORE OR 20 MINUTE FIRE RATED EQUIPPED KITH A SELF CLOSING DEVICE. 4. DUCTS IN GARAGE AND DUCTS PENETRATING THE HALLS OR CEILINGS SEPARATING THE RESIDENCE FROM THE GARAGE SHALL BE NO. 26 GAGE SHEET STEEL AND HAVE NO OPENINGS INTO THE GARAGE HOLDDOWN SGHf=-DULE MARK. HOLDOVgN/ FASTENERS WOOD MEMBER ANCHOR STRAP THICKNESS/SPECIES REOU I RED T-I 3THD14/14 RJ 24-16d SIN<ERS (2) 2X4/2X6 STUDS HF/SPF T-2 MST45 (34)-16d (,2) 2X4/2X& STUDS _ HF/SPF T-5 M5TA36 (26)-IOd (2) 2X4/2X& STUDS HF/SPF T-4 MSTG48BS (S 8) - I O d 2 2X 2X TUDS HF/SPF T-S NDU5-51:>52.5 (20) SDS 1/4" (2) 2X4/2X& STUDS SSTB28 (7/8") X 2-1/2" HF/SPF MIN. 24-7/8" EMBEDMENT T--6 +Del I-SDS2_S (50) SL^'S 1/4" (S) 2X& STUDS SBIXSO (1 ") X 2-1/2" HF/SPF MIN. 24" EMBEDMENT �A ( N r—LOOR FLAN �71 RE615TERED ARGHII TEGT 'MICR L YNE JOHNSoIJ� STATE OF AASHIN(rTON v J U0 w0 � W 42 U z V O ~ U cry cry cq m 0 00 00 0 00 VI oo 7-7 Oil m 0 L I dote: II-2S-IQ permit: revislons: drawn by MWJ checked �by: !e>"EE f== T SEE GENERAL NOTES SCALE-: 1/4" = 1'-O" Written dimensions on this drawing shall have precedence over scaled dimensions. Contactor shall verify all dimenslons, conditions, etc., pertaining to the work before proceeding. The Owner must be notified of any variations from the dimensions and/or conditions shown on these drawings. Any such variation shall be resolved by the Owner prior to Proceeding wlth the work, or the Contractor shall accept full responsibility for the cost to rectify some. ROOF FRAMING NOTES GUT RAFTER TAILS TO MATCH 2x4 TRUSSES CONNECTORS SHALL BE ENGINEERED BY TRUSS MANUFACTURER ROOF PITCH SHALL BE 6: 12 TYPICAL UNLESS NOTED OTHERWISE ROOF OVERHANG SHALL BE 4" U.N.O. 2x6 OVERFRAMING SEARING BELOW Q 05 DOWNSPOUT TRUSS NOTE ALL TRUSSES SHALL HAVE: I. STRESS ANALYSIS AND DRAWINGS / DETAILS STAMPED BY A STATE REGISTERED ENGINEER. 2. MANUFACTURER'S STAMP ON PRE - MANUFACTURED TRUSSES. 5. BRACED TO MANUFACTURER'S SPEC I F I GAT I ONS. 4. STRESS ANALYSIS AND DETAILS SHALL BE SUBMITTED TO BUILDING DEPT. FOR APPROVAL AND SHALL BE <EPT ON SITE FOR FRAMING INSPECTION. S. TRUSSES WILL NOT BE FIELD ALTERED WITHOUT PRIOR BUILDING DEPARTMENT APPROVAL OR ENGINEERING CALCULATIONS. 6. ALL TRUSSES SHALL HAVE SIMPSON H-1 CLIPS AT ENDS. WHERE TRUSSES ARE PARALLEL TO WALL, USE SIMPSON L30 AT MIDSPAN. USE SIMPSON STG CLIPS AT NON -BEARING WALLS 3 4X I O DS DF#2 4X10 DF#2 ❑ AF AF50 I +6 ROOF ROOF VENT VENT O ^ VI #LL IL I �� Q ® Y N � X Q 5-1/2 " X 12 " AF50 ROOF Roo LU VENT VENT DS ❑ ❑ O 1 — RIDGE Q 4X DF 2 lfl J� I U I I I 66�ti 6 V I RAFSO OOF AF50 6 ROOF U) J't I 3:12 j VENT 'VENT III m_ I ®� ❑ 6X6 POSTTO BEAMDGE I Roo ROOF `J ROOF S I MPSON GG66 GAP i ❑ SLOPE ❑ X I Ua CEILING RIDC7 F= 1L SLOPE �fB- II �= I %2 "Tx I z "� I < GEILING L.B. BEAIM4 1L 2X12 RAFTERS I 3:12 ® 24" O.G. 6 III I I � `0Q0,Q I Jam+ 6 RB-5 5-1/2" X 12" C.L.B. 24F-\/4 I \ � I \ � I I GANTILE\/ERED TRUSSES THIS AREA L--— — — — — — — — — 6 AF50 ElROOF VENT X� ROOF \/ENTINO CALCULATION -PER 2015 IRG R806.2 5586 SOFT AREA = I I .G5 SOFT REQU I RED SOO (1 I .G5) X (50%) = 5.G-7 SOFT MIN. REQU I RED AT EAVES TYP I GAL TRUSS BLOCK HAS (4) 2 Q� SCREENED HOLES PRO\/I D I NCB 6.28 SO. IN. (.044 SOFT) PER BLOCK. APPROXIMATELY 80 \/ENTER BLOCKS= 5.52 SOFT PROVIDED AF50 ROOF JACK VENTS= .54 SOFT EACH \/ENT PRO\/IOE 8 AF50 \/ENTS= 2.72 SOFT PROVIDED (II.cf5) X (50 6)= 5.�f-7 SOFT MIN. REQUIRED WITHIN 5' OF THE RIDGE AF50 ROOF JACK \/ENTS= .54 SQFT EACH VENT PRO\/IOE 22 AF50 \/ENTS= -7.48 SOFT PRO\/IOED TOTAL VENT AREA PRO\/IOED= 15.-72 SO FT AF50 ❑ ROOF VENT 4X 1 O DF#2 4" EXHAUST ROOF JACK 4" EXHAUST ROOF JACK \ ❑ 11 3:12 11 0C�E a PER 2015 I RG; TABLE FOR ROOF SLOPES 5: 12, UNOERLAYMENT SHALL BE TWO LAYERS APPLIED IN THE FOLLOW I NCB MANNER: APPLY A 1 of I NGH STRIP OF UNDERLAYMENT FELT PARALLEL TO AND STARTING AT THE EA\/ES. STARTING AT THE EAVE, APPLY 56 I NGH W 1 DE SHEETS OF UNDERLAYMENT, O\/ERLAPP I NCB SUGGESS I \/E SHEETS 1 G INCHES. DISTORTIONS IN THE UNDERLAYMENT SHALL NOT INTERFERE WITH THE ABILITY OF THE SH I NCLES TO SEAL 4X10 4X10 OF#2 DF#2 DS —77 +6 ❑ AF50 ROOF AF50 ROOF AF50 I VENT VENT ROOF VENT I 2'g"x36 I A�'IG I NS ff WS n� N 6:12 ® z Q Q \jI � F ROO O 1n/ AF50 OF V I ROOF nn ROOF V I ROOF I O VE0 NT 2 T v VENT VENT j ❑ VENT ❑ I x < )N�;� �/ RIDGE EXHAUST ROOF 'n ll .JACK/ 0 IL 1�L lKjw I -1 T � 6.12 ❑❑ I I N X Ab0F VENT AF50 r� ROOF AF50 ROOF J VENT ❑ T I Q ❑ n AF50 n/ ROOF !l VENT PRE. MFCG. TRUSSES ® 24" O.G. 3:12 3:12 0 ROOF VENT - L 2X6 HF�*2 O\/ERFRAMING 2 ® 24" O.G.- IF SPAN OF-•_1M� r_ RAFTER 15 OVER THEN USE 2X8 HF#2 AP �— AF50 ROOF 6,AIE F I REPLACE —'O IX K FLUE J TI K ID 4X12 DF#2 1-7'-0" LONG Ds DF#2 1:1 AF50 ROOF VENT 4" EXHAUST ROOF JACK X l#L DS I-•Q II 6:12 II 4X10 DF*#2 DS XL Q 4X 10 DF#2 DS Q��a 0 I X RIDGE vU I TRUSSES G Q 6:12 I a 24" O.G. vUe (k/ d) (N 4X I O � # DF#219 I 5 dX- IL � �° I I � II IL 6:12 it HIP JACKS 24" O.G. ILI �#II xQII II ,S��o III III 0# II I XQ II II DS N ] DS # 4X I O ��0��0`' x U- OF#2 v I12811 GI5TERED ARC-HIT ECT MIGH HNSO� I STATE OF WASHINSTON V J � O W°° h'r'I 2 L Q C U ♦�1 �°i U H a�uu r ^ � U aU.1 00 q) 00 � � x r n 0 O 00 7 V. j) 7-7 V■ W 0 Q date: II-25-Iq permit: revisions: drawn by MwJ checked .by: S1--i3= E=-1 Avs M7 � C. BUILDING ■ SEE GENERAL NOTES SCALE: 1/4" = P-O" Written dimensions On this drawing shall have precedence over scaled dimensions. contactor shall verify all dimensions, conditions, etc., pertaining to the work before proceeding. The Owner must be notified of any varlatlons from the dimenslons and/or conditions shown on these drawings. Any such vorlotion shall be resolved by the Owner prior to proceeding with the work, or the Gontractor shall accept full responslbillty for the cost to rectify some. 2O 15 HASH I NC-2TON STATE EN.EF.(:�E21' OOL�)F *GL_ 1 MATS ZONE 5 ANID 1�ARI NS 4* FENESTRATION SKYLl6HT GLAZED FENESTRATION CEILING WOOD FRAMED FLOOR BELOW GRADE SLAB R-VALUE U-FAGTOR U-FAGTOR SH6G R-VALUE NALL R-VALUE R-VALUE NALL R-VALUE AND DEPTH 0.25 0.50 NR ci (R-38R-4VAULTED) R-21 R-38 10/15 R-I0, 2 FEET R-21 +TB X AC TABLE 406.2 ENERGY CREDITS HOUSES BETNEEN 1500 5QFT AND 5000 SOFT REQUIRE 5.5 CREDITS OPTION I.a. EFFICIENT BUILDING ENVELOPE VERTICAL FENESTRATION U=.28 FLOOR R-38 HIGH EFFICIENCY HVAG EQUIPMENT GAS FIRED FURNACE WITH A MINIMUM AFUE OF G4% 8 EFFICIENT WATER HEATING ALL SHOWERHEAD AND KITCHEN SINK FAUCETS INSTALLED IN THE HOUSE SHALL BE RATED AT 1.75 GPM OR LESS. ALL OTHER LAVATORY FAUCETS MUST BE RATED AT 1.0 GPM OR LE55 SG EFFICIENT WATER HEATING WATER HEATING TO BE GA5 FIRED WITH A MINIMUM EF OF O.GI AIR NF�L—T AT ON: CREDIT(S) BU I LID I NCB AIR LEAKAGE TEST IS REOU I RED PER WSEC R402.4.1.2 .5 DUCT LEAK.NGE TESTING PER 2015 WSEC R40S.S..:- AND R405.5.4 DUCT INSULATION PER 2015 WSEC R405.5.1 A PERNAMENT CERTIFICATE IS REOU I RED TO BE POSTED 1.0 WITHIN S' OF THE ELECTRICAL PANEL TO CONTAIN THE HOMES R-VALUES, U-\/ ALUES, RESULTS FROM DUCT SYSTEM AIR LEA<AG;,E, RESULTS FROM BU I LD I NS ENVELOPE A I R LEAKAGE TESTING (BLOWER DOOR TEST) AND TYPES AND EFFICIENCIES OF HEAT I NCB, COOLING, AND SERV I GE WATER HEATING EOU I PMENT PER WSEC R401 .S OS HEADERS ARE REGU I RED TO BE INSULATED WITH A MINI MUM OF R-10 INSULATION. CORNERS OF EXTERIOR STUD WNALLS ARE REOU I RED TO BE FULLY INSULATED. 1.5 THE EXTERIOR THERMAL ENVELOPE IS REOU I RED TO CONTAIN A CONTINUOUS AIR E3ARR1 ER PER TAF3LE R402.4.1.1 TOTAL 5.5 GRED I TS SECTION 404 - ELECTRICAL POWER 4 LIGHTING SYSTEMS 404.1 Interior Lighting: A minimum of 75 percent of all luminaries shall be high efficacy luminaires. DINT SAT ON : M1507.3 INTERMITTENTLY OPERATING VENTILATION SYSTEMS. THE DELIVERED VENTILATION RATE FOR INTERMITTENTLY OPERATING VENTILATION SYSTEMS SHALL BE THE COMBINATION OF ITS DELIVERED CAPACITY FROM TABLE M1507.3.3 (1), AND ITS VENTILATION EFFECTIVENESS AND DAILY FRACTIONAL OPERATION TIME FROM TABLE M1507.3.3(2) SEE CGENER,AL NOTES 2X6 STUDS 16" O.G. WITH INSULATION--— 2X8 SILL PL. W/ 5/8"(P A50-7 A.B. 18" O.G. KITH 5"X3"XI/4" WASHERS _z PRE. MPG. TRUSSES SCALE: 1/4" = 1'-0" 3/4" PLYNOOD SUBFLOOR ON TJI OR STICK FRMG. FLOOR SYSTEM N/ INSULATION: INSTALL FLOOR SYSTEM BEFORE BAGKFILL TOP FLANGE JOIST HANGERS FIN. FLR. MAIN (2) #4 a TOP OF HALL 2X6 STUDS a 16" O.G. WITH INSULATION 0 0 1/2" MIN. GLEAR g0 #4 VERTICAL REBAR 10" O.G. X c o #4 HORIZONTAL REBAR < ® 10" O.G. 0 d 0 0" THIGK B?.SEMENT a 0 1/2" CLEAR ]' 80 41 24" DOWEL OVERLAP - n ° #4 AT 10'' O.G. WITH W HOOK a FOOTING IIII— 111- FILTER FABR c I" NASHEO —_ + DRAIN ROCK 0 ° 4" RIGID PERFORATE II L DRAIN TILE N/ CLOTH ono COVER POSITIVE DRAIN TO DAYL I GHT - B - #4 CONTINUOUS- — f'c = 2500 PSI fy = 40,000 PSI D-I �— INSTALL 4" SLAB PRIOR TO BAGKFILL - SEE FOUNATION 1 PLAN FOR NOTES ° q 1 -1 =1 i1 1I- m EXTE 1 O52, E3ASEE SEE 1T • l�l/ .JSTS. (INSIDE) SCALE: 1/2" FLOOR P.L. =L.R_MAIN R FLOOR =LR. LOWER DUT TIC�HTLINE DRAIN TO =M iON TI&HTLINE DRAIN TO STORM SYSTEM 2X6 STUDS 16" O.G. WITH INSULATION — 2X5 SILL PL. W/ 5/a"cP A307 A.B. la" O.G. KITH 3"X3"XI/4" WASHERS Z'' I" WASHED DRAIN ROCK 4" RIGID PERFORATE DRAIN TILE W/ CLOTH GO\/ER POSITIVE DRAIN TO DAYLIGHT 3 - #4 CONTINUOUS f'c = 2500 PSI fy = 40,000 PSI D-2 3/4" PLYNOOD SUBFLOOR ON TJI OR STICK FRMG. FLOOR SYSTEM W/ INSULATION: INSTALL. FLOOR SYSTEM BEFORE BAGKFILL TOP FLANGE JOIST HANGERS FIN. FLR. MAIN SOLID BLOCKING ® 32" O.G. FOR FIRST THREE JOIST BAYS (2) #4 a TOP OF WALL 2X6 STUDS a 16" O.G. KITH INSULATION 1/2" MIN. GLEAR #4 VERTICAL REBAR 10" O.G. X #4 HORIZONTAL REBAR < 10" O.G. 8" THIGK O is BASEMENT i I/2" GLEAR 24" DOWEL OVERLAP - #4 AT 10" O.G. KITH HOOK o FOOTING INSTALL 4" SLAB PRIOR TO BAGKFILL - SEE FOUNATION PLAN FOR NOTES !E• m E^IXTEf;;,' 1��,� OieEt--IE 17 �J575. f=AfZ,ALLEL, (INSIDE) 128-71 REG 15TERED AP-C- fITEGT MIG L ". JOHNSO STATE OF WASHIN&TON r1 m 0 Ib c� Q 0 z U � U N N u N �4 00 W N � I. 00 M O O oc dC�te: II-�S-IGi permit: revisions: drawn by: MWJ cheed�ed by: FE3 2 0 5 ^ALL SG+4r==)uL=- PER 2015 I SG GENERAL NOTES: SEE PLANS TO DETERMINE THE DIFFERENT DESIGNATORS FOR SHEAR WALL MATERIALS, NAILING, ANCHOR BOLTS, AND HOLDOWN5. LOCATE HOLDOWNS AS GL05E AS POSSIBLE TO THE END OF THE DESIGNATED WALL. ALL HOLDOWNS, ANCHOR BOLTS, WASHERS, $ NAILS IN CONTACT WITH P.T. WOOD TO BE HOT DIPPED GALVANIZED. PI = ONE SIDE PLYWOOD P2 = TWO SIDES PLYWOOD NAIL SPAGING SILL OPTIONAL BASE HEM FIR #2 MARK 1/16" TOP 4 BTM. A55 BLKG. PLATE 51MP50N MA5AP PLATE VALUE EDGES FIELD PLYWD. PLATE5 ANGHOR5 REQ'D. ANCHOR BOLT5 ANCHORS NAILING (#/L.F) PI-6" 8d b" 12" b" 18" O.G. 2x4 5/8" ® 45" ® 48" 4 ENDS (2) 16d 0 10" 240 PI-4" 8d 4" 12" 4" 16" O.G. 2x4 5/8" ® 32" ® 30" If ENDS (2) Ibd ® 7" 34G PI-3" ad 3" 12" 3" 14" O.G. 3x4 5/8" ® 24" ® 24" $ ENDS (2) Ibd ® 5" 450 PI-2" ' ad 2" 12" 2" 12" O.G. 3x4 3/4" ® 24" a 18" k ENDS (2) I bd ®5 " 585 P2-6" ad 6" 12" 6" 10" O.G. 3x4 5/8" @ 24" N/A (2) Ibd ® 5" 480 P2-4" 8d 4" 12" 4" 8" O.G. 3x4 3/4" ® 20" N/A (3) 16d 0 5 " 700 P2-3" 8d 3" 12" 3" 8" O.G. 3x4 3/4" ® 16" N/A (4) Ibd ® 5" GOO P2-2" 8d 2" 12" 2" 8" O.G. 3x4 3/4" ® 12" N/A (4) I bd @ 4 " 1170 "NOTE: WALL5 WITH UNIT SHEAR OF 350#/ft. OR GREATER SHALL HAVE FRAMING MEMBERS (STUDS If PLATES) ABUTTING PANELS NOT LE55 THAN 3X MEMBERS PER IBC 2015, TABLE 2306.3.1. 3X FRAMING WILL BE NOTED ON PLAN. I. USE POWER -DRIVEN STEEL STUDS AND NAILS BY HILTY OR RAM5ET WHERE APPLICABLE. 2. PLYWOOD MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY. 3. SOLID BLOCK WITH JOIST UNDER INTERIOR SHEAR WALLS. SHEAR HALL NOTES 7/I6" 05B OR PLYWOOD SHEATHING - USE 8d COMMON OR GALVANIZED NAILS. BLOCK ALL PANEL EDGES. LONG DIMEN51ONS OF PLYWOOD MAY BE INSTALLED VERTICALLY. NAIL @ 12" O.G. TO ALL INTERMEDIATE STUDS. WHERE 3" NAIL SPAGING 15 SPECIFIED AT PANEL EDGES, USE 1-1/2" 8d SHORT NAILS OR 3X STUDS WITH 8d GOMMON NAILS. FOR 2" NAIL SPAGING, USE 3X STUDS AND STAGGER PANELS. WHERE PLYWOOD 15 2 SIDES OF WALL, JOINTS TO FALL ON SEPARATE STUDS ON EACH SIDE. FLOOR PLYWOOD - USE 8d GOMMON NAILS @ 10" O.G. AT INTERMEDIATE SUPPORTS, b" O.G. AT ALL PANEL EDGES AND 4" O.G. AT ALL SHEAR WALLS, UNLESS OTHERWISE SHOWN ON PLANS. FLOOR JOISTS - JOIST PARRALLEL TO FLOOR OPENINGS AND EXTERIOR WALL5 SHALL BE GRO55 BLOGKED AT 48" O.G. @ EDGES W/ (4) IOd NAILS FOR THE FIRST BAY. 3" x 3" x 1/4" SQUARE WASHERS AT ALL ANGHOR BOLTS. 7/I6" 05B OR PLYWOOD SHEATHING - STAPLE 5GHEDULE ALLOWABLE SHEAR VALUES WITH HEM FIR #2 STUDS 2 16 GA. STAPLES a 15 GA. STAPLES ® 14 GA. STAPLES 3" O.G. - 280 #/ft. 4" O.G. - 280#/ft. 4" O.G. - 303#/ft. 2" O.G. - 360#/ ft. 2-1/2" O.G. - 430#/ft. 3" O.G. - 3G0#/ft. 4" O.G. AND IOd NAILS 2" O.G. - 504#/ft. a 6" O.G. - 620#/ft. FIELD SPAGING: 12" O.G. NAILS 4 STAPLES. HOLDOWN5 - INSTALL 5IMP50N HOLDOWNS OR USP HOLDOWN5 AT THE END OF SHEAR WALLS WHEN SHOWN ON DRAWINGS. PER PLAN, S I MPSON STHD 14 OR USP STAD 14 SIMPSON MST36 OR U5P M5T136 SIMPSON M5T45 OR U5P K5T248 SIMPSON H07B OR USP TDXIO (7/8" ANGHOR BOLT MIN. SIMPSON M5TG48B3 OR USP MSTGB48B3 24" EMBEDMENT, 3" BOLT INTO (3) 2X4(6)) 8' PLYWOOD FLOOR HALF ( DBL TOP PLA' HALF ON BOT- PLATE RIP OF SHEAF TYING 2ND FL BOTTOM PLA- 2ND FLOOR R AND TO IST F TOP PLATE 15T FLOOR W, TYING IST FLc TOP PLATE T FLOOR BOTT( PLATE RIP OF SHEAZ TY I NCB IST FLC BOTTOM WALL PLATE: TO IST FLOOR RIM Al MUD SILL ON FOUNDATION 2ND FLOOR DOUBLE: TOP PLATE NOTF : IF V,4ALLS SHEATHFD FER DETAIL THAN NO AE35/LFT4 ,ARE REOU I RF-D 2ND FLOOR BOTTOM PLATE DOR RIM 15T FLOOR DBL TOP PLATE IST FLOOR BOTTOM PLATE �)R RIM MUDS I LL SHEATH I NCG GONNEGTI ONS PER PLAN 2x TOP PLATE HEADER I- . EXTEND TO EWS ND ALL . . . .. (3) #4 VERTICALS i.il #4 HORIZ. GONG. STE Vg WAL I� ALL NAIL SHEATHING TO HEADER ® 3" O.G. B.W. (2) 2x STUDS CONNECT PLYWOOD W/ 8d NAILS ® 3" O.G. TO ALL STUDS, PLATES • $ HEADERS I APA RATED 5HTG. T—STH014 MIN. 24/0 EXP. I WOOD TO GONGRETE GONNEGTORS OR 11:1 EQUAL I• 2 - 2x PLATE NAIL SHEATHING TO EACH PLATE 3/4" 0 X 10" A.B. W/ 3"X3"XI/4" PLATE WASHER O I GONT. FOOTING 1 ' ELEVATION VIEW OUTSIDE OF GARAGE GARAGE DOOR /77/ 2" INSIDE OF GARAGE: PLAN VIEW OF CONCRETE STEM WALL L.4Tr=RAL FPEe)71;RA1 NT f='ANI=-L L- I SEE GENERAL NOTES NO SCALE rcvvr KING 3" o.c. TO :KING 6" o.c. :6 V-SRAGE 3'-O" O.c. 2X TOP ATE STUD/ SHEAR WALL R SCHEDULE TRUSSES OR RAFTERS PER PLAN ROOF SHTCG - NAIL PER SHEAR WALL 5GHEDULE 5d ® 6" O.G. 2X BLKG. W/ 16d 0 8" O.G. it VENT HOLES (RIP BLK'G.) OVERHANG 4 ----� FASG I A SHEATHING PER SHEAR 5GHEDULE HI ANCHOR 24" O.G. 2X STUD WALL ® 16" O.G. 5HE AR INALL FF-RF. TO 7RU55 3 L-I NO SCALE L-I TYP. 5+-+��.�W�.LL TO i�'00� GONN�GTION NO SCALE i A 128,1 I\\I REGISTERED ARCHITECT HIGH YNE JOHNSO STATE OF NA5HN6TON V/ r^ V J rT1 U00 � O G1 L I♦-1 Q C Lei U O ~ 7 H u N H u V J N � 0000 � z � � x 00 r c� 0 O 00 VI O O V■ D Oil 41 0 L I date: permit: I I -25-19 revisions: drawn by checked �b9: MWJ �EHEEE--T L �I SUILUNG Written dimensions on this drawing shall have precedence over scaled dimensions. Contactor shall verify all dimensions, conditions, etc., pertaining to the work before proceeding. The Owner must be notified of any variations from the dimensions and/or conditions shown on these drawings. Any such variation shall be resolved by the Owner prior to proceeding with the work, or the Contractor shall accept ull responsibility for the cost to rectify some. NASH AND ASSOCIATES SENERAL NOTES: 24" GARDBOARD BAFFLE ALLOW FOR I" AIR SPAGE MIN. EXTEND 12" ABOVE INSULATION. —\ SOLID 5HEATHIN6 OR GDX PLYHD. WHERE EXPOSED TO WEATHER IX FASCIA BD. H/ METAL GUTTER 2X BIRD BLK'6. N/ ' 2" 5GREENED VENT HOLES WITH 1/4" CORRPSION RESISTANT METAL MESH GOVERING ROOFING MATERIAL FINISH PER ELEVATION ON 7/16" OB5 SOLID GDX 24-0 PLYWOOD SHEATHING; 8d (o 6"O.G. EDGE 8d @ 12" O.G. FIELD (7/I6" 05B AGX PLYWD (�P EVE5) MIN. 15# UNDERLAYMENT NAIL 6" EDGE, 12" FIELD WITH 8d NAILS, U.N.O. Z N APPROVED TRUSSES BEARING MANUFACTURER'S SEAL. SEE ROOF FRAMING PLAN FOR 5PAGING LIVIN& AREA FIRE BLOGK ALL VERTICAL OPENIN65 IN WALLS AT PLATES AND FLOORS 2x P.T. SILL 5X "X 10" ANCHOR BOLT W/ 3"X.3"X I/4 " PLATE MASHERS (P 48" o.c. NO LE55 THAN 4)'2" 4 NO MORE THAN 12" FROM EA. END SILL GORNER, JOINT, END, OPENING ETC. 7" MIN. EMBEDMENT INTO GONG. EXCEPT SHEAR WALLS - SEE SHEAR HALL NAILING SGHEDULE. II ° #4 REBAR @ 16" O.G. HORIZONTAL ENGINEERED TRUSSES OR JOISTS Q41 LL SPAGIN6 PER PLAN a FIN. ELR. - ° #4 REBAR 4@ 48" O.G. VERTICAL a TOP PL. 7T--�GLR. 3" MIN. TYP. (2) 2x TOP PLATE, LAP GORNERS, OFFSET END JOINTS BY 48" -/1b" OSB. OR PLYND. SHEATHING. NAIL 6" EDGE, 12" FIELD WITH 8d NAILS UNLESS NOTED OTHERWI5E 2x STUDS @ 16" O.G. TYP. SIDING, SEE PLAN FOR TYPE FIN. GRADE TO SLOPE ANAY FROM BUILDING 2x BOTTOM PLATE 2x P.T. SILL FIN. ELR. z X7 1/2" GYPSUM NALLBOARD, TYP. H/ PVA VAPOR BARRIER ® HALLS AND CEILINGS LIVING AREA FIRE BLOCK ALL VERTICAL OPENINGS IN WALLS AT PLATES AND FLOORS J"X 10" ANCHOR BOLT N/ 3"X3"X" PLATE WASHERS ® 48" O.C. NO LESS THAN 4�" B NO MORE THAN 12" FROM EA. END SILL CORNER, JOINT, END, OPENING ETG. 7" MIN. EMBEDMENT INTO GONG. EXGEPT a SHEAR WALLS - SEE SHEAR HALL NAILING SGHEDULE. R-10 INSULATION 4" GONG. SLAB ON 4" GRANULAR BED > ° REBAR PLAGEMENT SEE DETAIL #2 ABOVE a d 4J— z� a (� ALL REINFORGEMENT MUST BE TIED IN PLAGE FOR FOUNDATION INSPEGITON SEE FOUNDATION PLAN FOR FTC. / FDN. 51ZE ALL FOOTINGS TO BEAR ON BEARING SOIL #4 REBAR W "J" BAR ALL FOOTINGS TO BEAR ON BEARING SOIL 2 5T0 . F0UNI7A71 Oil Z�r=7A I L GI SCALE: N.T.S. PER IRG R403.1.3 4 R403.1.3.1 0 d d a rJ 1 7"'F I GAL AALL SECT 1 ON5 G SCALE: N.T.S. HANDRAIL: GRIP I%" - 2" 1) PROJEGTION FROM WALL NO LESS THAN 1%2" OPEN RAIL: OPEN SPAGE BETWEEN PICKETS SHALL BE LESS THAN 4" GLEAR - 2X4 STOP — 2-2X HEADER FLOOR ..JOIST FIREBLOGK STAIRS: ONGE IN TOP I BOTTOM OF RUN BETWEEN STRINGERS � ALON6 RUN BETWEEN STUDS USABLE SPAGE UNDER STAIRS TO BE I HR FIRE GONSTRUGTION 5/8" TYPE 'X' G.W.B. (TWO LAYERS AT STAIR GEILIN6) II II II II II II I 11/ m r 3 57A I R I7=7A 1 L. - 710'101 GAL ,CGI SCALE: N.T.S. 4" GONG 4" 6RANI N051 N6 HANGER \—3-2x l2 STRINGERS Q W 2 -2X4 BLOGKIN6 Z (FIRE5TOP) I FIREBLOGKS `O STAIR NOTES: RISER HEIGHT = -7-5/4" MAX TREAD DEPTH = 10" MIN. I. All construction per applicable codes and ordinances. 2015 IRG, IBG.-2015 WASHIN6TON STATE ENERGY CODE 2. Verify all dimensions on job site. Bring discrepancies to the attention of Owner and/or Designer. 3. Owner will verify window sizes and manufacturers) with framer before start of construction. 4. One window per bedroom shall meet egress code. 5. Skylight glazing per 2015 NSEG 6. Truss manufacturer shall supply shop drawings to Owner and framer to review and approve before fabrication. 7. Owner will verify electrical and heat layouts with installer before installation. 8. Under all parallel bearing walls, use double joists or as noted on plan. Double joist (or extra TJI) under all non - bearing parallel walls. ci. TJI products to be installed per manufacturer's installation guide and approved reports. IO.AII metal connections to treated wood shall be at a minimum; triple zinc ZMAX (6185 per ASTM A653); Hot Dip 6alvanze (ASTM A123 for connectors and A5TM153 for fasteners and anchors. II. All bathroom fans, kitchen hood, and dryer ducts shall be exhausted through the attic to the roof or through the floor system to an outside wall. All wall ducts shall terminate at least 36" from a window opening. CLIMATIC, AND SEOSR4PH I G DESISN CRITERIA: TERMITE: SLIGHT TO MODERATE DECAY: SLIGHT TO MODERATE WINTER DESIGN TEMP: 170 IGE5HIELD REQUIRED: NO FLOOD HAZARDS: 2003 Icia2 FIRM AIR FREEZING INDEX: 250 MEAN ANNUAL TEMP: 50 DES 1 SN DATA: ROOF LOADS: LL 25#/SF (SNOW) DL 15#/SF TOTAL 40#/5F FLOOR LOADS: LL 40#/5F DL 10#/SF TOTAL 50#/SF DECK LOADS: LL 60#/5F DL 10#/SF TOTAL 70#/SF SOIL 1500 PSF MINIMUM CONCRETE: 2500 PSI AFTER 28 DAYS (5%2 SACK MIX) -3000 PSI FOR EXTERIOR FOUNDATION WALLS, PORGHE5, STEPS, AND OR GARAGE SLABS- AIR ENTRAINMENT IS BETWEEN 5-7% (TABLE 402.2 IRG) MASONRY PER 2015 IBG STEEL PER 2015 IBG (GRADE 60) WOOD PER 2015 1 BC NAILING PER 2015 IRG NAILING PER TABLE R602.3(I), R802.10 WIND: 85 MPH/110 MPH SEISMIC: SEE CALCULATION PACKET WEATHERING POTENTIAL: MODERATE FROST LINE: 18" E.F.P.: 45 PSF 4" BEAM: DOUGLAS FIR #2 6" BEAM: fv = 85 fb = 875 PSI E = 1,600,000 4 POST: DOUGLAS FIR #2 6 POST: fv = 85 fb = 875 PSI E = 1,500,000 JO 1 ST5 4 RAFTERS HEM FIR #2 STUDS: fv = 75 fb = 850 PSI E = 1,500,000 6LU-LAM BEAMS: fv = 165 psi fb = 2,400 psi (reduced by size factor, GF*KI) E = I,Boo,000 psi NOTE: VARIATIONS FROM THE ABOVE LUMBER GRADES WILL BE NOTED ON THE PLANS. I. 5UBFLOOR: T46 PLYWOOD OR 05B APA RATED 5TURD-I-FLOOR 16" O.G., 5/4" WALL 4 ROOF SHEATHING: APA RATED SHEATN6 24/16 7/16" FOOTING FOR: 8" WALL - 18"x 6" FOOTING 18" BELOW GRADE #4 STUB STEEL - 48" o.c. VERT. UNLESS NOTED OTHERWISE 125-71 REGISTERED ARCH I TECT MIGH L YNE JOHNSO STATE OF WASHIN6TON W 06 06 I 00 0 U W �o O r I U V]11 ♦^ Z .y 00 U� x M 0 0 V/ A A A date: 04-01-17 permit: revisions: drawn Ro checks by: SHEET G I SLA15 Za