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BLD20130474.PDFSURFACING LEGEND EXISTING ASPHALT NEW ASPHALT EXISTING CONCRETE NEW CONCRETE I I I , I , I R & SEMIR I INSPECT]IMS REQU CALL 425-771-0220 EXT.1 326 I SECTION 13, T. 27N ., R.3E., W.M. ,I*oad poUlwaed eyl Duunp ain000 ao pasneo sl leyl spiopuels AlIO aed Aem to-ly6u APO ul sluaweAaadwl 96eluo4 ao saipliln ol a6ewep Ile aoeldaa/aledaa pays lueoyddy / BACK SIDE E METER BOX SHALL DE SET AT THE PR13PERTY LINE. METER 'V, % BOXES SHALL NOT BE PLACED IN DRIVEWAY AREAS, a0 \ S 39'30'00" W - 59.95' U JN R r C J: D E J P L A T 6" SEWER LATERAL PER C.O.E. STD. r DETAIL E6.4 r l\l) /� P I r Ill) A IN D F� ASP' AL. .........,\� \ r ---� ASF'F! : : RCiAEANA.Y \\\ -1 -5 ZONING RS-12 I 1" WATER SERVICE PER C.O.E. STD. DETAIL E7.6 ASPHALT THICKENED EDGE / (SEE SHEET C4 FOR DETAIL)_' N 24'58'00" E i 150.90' 6" SEWER LATERAL PER C.O.E. STD. DETAIL E6,4 VVVIUCr1/UUI\I IIVAUTOR IS RESF FOR EROS10114WONT190L AND 0 I ALL EXPOSED SUR AC - S TD RE COVERED W1 E HIN 2 AVS �' I II M6T�2. YLC�c411YL�-U Cw!?12A�-�fL w1128� i 1•'�Lu YVATEYt- 5t�zillcE --�� 1" TER SERVICE UN12L��UIMM N tiLr_ PER C.O.E. STD. i APPrPJVW o-rltutwlse uN0>✓-►2 DETA L E7.6 t 4 r 'I'A wroll Imo( r Tlt� F1YLE bPrz(NIc:L.L�? Pr�Z'/`11' C�ki�%d%6•�dt0�' rr/ FIRE HYDRANT / s )EX.WATER SERVICE TO BE RELOCATEDal I �� r .� C•GCf' � C,' cr� r �� I 165 160 155 N 6'39'00" E 36.85' ' I : \ I I I I J F EX. CITY OF EDMONDS WATERLINE )\fl A P L E IM A 1\1 D R f EASEMENT A.F. NOS. 7704260270, 7704260271 AND 7704260272 i EX. CITY OF EDMONDS SANITARY SEWER EASEMENT A.F. NO. 2121671 z1;1''C`�iiI Q EXIST. GRADE ---- PROPOSED DRIVEWAY GRA E 165 165 160 160 155 155 ZONING RS-12 / CB#I,TYPE 11L ' �Z& PRETREATMENT CB W/SEPARATOR TEE WATER FINE MESH SCREEN MAIN TOP 151.50 , F INV. 149.10 I CONCRETE STEPS 240 S.F.(MIN.) � (TO BE REMOVED) INFILTRATION TRENCH4 FT. CHAIN ' LINK FENCE TRENCH BOTTOM=145.93 TOP OF ROCK=149.93 SEE SHEET C4 FOR DETAILS NJOCK WALL BSERVATION WELL a �� '��•.__. �, � SCALE 1"-20' 10 0 30 0 20 I , Q LLI LLI I L W C/ Ii° - , •,I GARAGE `� /ju9,i�' I _GUARDRAIL. ' 0i I CO I ROCKENY OD to CD 4 I, � II:I II I I I /.tiro $ i�-r'u liltj � r ''ER !i �1b I fit ( / / ;t i / I I I I BUFFE7a 1`�' F /a I I Z4.f J4`+`1'I �ICCE�� CD �i�-iiGMTi if s � 1EA 1 \' N-1,2 / 10 ho / YARD DRAIN \ / NCon TOP 163.50 / INV. 160.00 l I / � Pa�OI`IN(-r Di2M�S 'iD gIScMNrtt.hE I � / Yo s�'�YrZ+xI'C r�12yw� fnnxf✓5s I , � � A-PPY�V�10 O•TTt>✓Y�w I S�' . -J 2 I � I I / EXIST. GRADE - J UTURE DRIVEWAf GRADE PROPOSED DRIVEWAY GRADE 1 +00 2+00 1 +00 SOUTH DRIVEWAY FUTURE DRIVEWAY (NORTH) 11[9161 160 155 2+00 a0 ©METER INSTALLED BY CITY 0 z0 G VALVE-------n DWECTION MATERIAL LIST D OA ALL V SERVICES TO BE TYPE 'K' SOFT CDPPER TUBING, ® 1' BALL CORP. STOP WITH CC THREAD INLET AND COPPER (CTS) GRIP OUTLET, (FORD OR MUELLER). © DUAL PURPOSE UNION. O MIPT X CTS GRIP BALL VALVE CURB STOP EQUAL TO FORD B84-4440 FOR V O NEW ill SERVICE : ANGLE BALL METER VALVE BY SINGLE CHECK, 15' HIGH WITH DUAL PURPOSE UNIONS ON INLET AND OUTLET, HORIZONTAL IN HORIZONTAL OUTLET. EQUAL TO FORD VBH94-15W-11-44, EXISTING i" SERVICE: USE SAME AS ABOVE WITH NO SINGLE CHECK, 4-15W-11-44, O V CC TAP SERVICE SADDLE EQUAL TO ROMAC IO1S O MID -STATES PLASTIC METER BOX 1324-12 FOR V SERVICE MS 13x24 DUCTILE LID WITH 7Wx4)e READER FOR V SERVICE QH FOR VACANT LOT (FUTURE USE) LOCATMN MARKED WITH PAINTED 2' X 4' STAKE WITH 'WATER' STENCILED ON IT. Q 14GA, VINYL COATED WIRE TRACER (TAPED TO PLASTIC PIPE EVERY 10') TO BE GROUNDED AT METER AND HOUSE, UJ SCHEDULE 40 3/4' OR V PLUG. REMOVE WHEN CONNECTION IS MADE TO CUSTOMER LINE. OK WATER SERVICE TO HOUSE, INSTALLED BY OWNER/CONTRACTOR, © PROPERTY OWNER RESPONSIBLE FOR PURCHASING 3/4' OR V METER THROUGH THE CITY, CITY WILL INSTALL METER AFTER PURCHASE, IF USING 3/4' METER, CITY WILL PROVIDE REDUCERS, REVISIONS MPPpWYD TV DATE STANDARD DETAIL D. GEBERT 6/19/03 V WATER SERVICE - FOR 3/4' OR V METER INSTALLATION D, GEBERT 4/2/07 DATE SCALE DWG NO. Est. 1890 R. ENGLISH 10/04/11 7/24/01 NTS E7.6 (FOR FUTURE DEVELOPMENT) SEWER STUB SHALL BE LOCATED 10' INSIDE PROPERTY LINE & STAKED. �- PLACE 2x4 AT END OF SIDE SEWER STUB AND CUT TO LENGTH TO ENSURE 3 FEET EXTENDS ABOVE GRADE. PAINT TOP 18 INCHES WHITE. IN 3 INCH HIGH LETTERS. STENCIL THE NUMBER OF EVEN FEET FROM GROUND ELEVATION TO THE SEWER STUB INVERT. 8 GAUGE WARE TO BE DOUBLE WRAPPED AROUND PIPE AND 2x4 STAKE AT OR ABOVE FINISHED GRADE. z CASTIRON LOCKING LID 10' LAMPHOLE COVER (EAST JORDAN IRON WORKS CO.) g (MODEL ;f: 00366108) a. W IL w z z� o 6" WYE AND 45' BEND 'O W 6" LATERAL RUN TO HAVE 6" TEE SLOPE OF 2% MIN. TO a 50% MAX. POSSIBLE SEWER MAIN LOCATION CONNECTION AT MAIN SHALL BE RUBBER JOINT BISCUIT PLUG OR �� AT 45' ANGLE OTHER APPROVED WATERTIGHT PLUG �\� OR GREATER POSSIBLE 1 SEWER MAIN NOTE LOCATION 1. 45' B ND WHEN TAPPING INTO EXISTING MAIN / AN INSERTA-TEE SHALL BE USED. I 1 PLACEMENT OF TEE SHALL DEPEND ON DEPTH OF SEWER MAIN. AS A MINIMUM, THE TEE SHALL BE PLACED AT A 45 DEGREE ANGLE. 2. IF CONNECTING SIDE SEWER TO EXIST CONCRETE LATERAL, A CONCRETE/PVC ADAPTER SHALL BE USED AND SECURED PER MFGR'S INSTRUCTIONS, -.r REVISIONS STANDARD DETAIL MPM Nn NY MIT D. GEBERT 01/28/04 TYPICAL SEWER LATERAL D. GEBERT 05/06/05 189 -1y0 D. GEBERT 4/2/07 DATE 7/24/01 SCALE NTS DWG NO. E6.4 09 SITE CLASSIFICATION WORKSHEET 1. PERMEABLE PAVEMENT PROPOSED = 0.0 S.F. 2. IMPERVIOUS AREA (SEE TABLE ON THIS SHEET) 3. TOTAL AREA OF LAND DISTURBING ACTIVITY = 28,800±SF 4. EARTHWORK QUANTITY: EXCAVATION=1,650±CY FILL= 50f CY THE QUANTITIES OF EXCAVATION AND FILL ARE APPROXIMATE ONLY AND SHALL NOT BE USED FOR CONTRACTUAL PURPOSES. 5. PROJECT WILL NOT CONVERT 3/4 AC OR MORE OF NATIVE VEGETATION TO LAWN OR LANDSCAPE AREA 6. WATERSHED = DIRECT DISCHARGE - PUGET SOUND PIPED BASIN PROJECT CLASSIFICATION: SMALL SITE - CATEGORY 2 T-IVv- ,...,.- - PROPOSED DRIVEWAY 3,317 S.F. PROPOSED DETACHED GARAGE 575 S.F. PROPOSED RESIDENCE GARAGE 2767 S.F. PATIO PORCH 1 073 S.F. WALKWAYS 116 S.F. TOTAL NEW IMPERVIOUS R o,f , .1, SEP 2 5 2013 0EVELOPOOUNNT TER RVICCv LINE TYPE AREA (SQUARE FEET) 1. NON -REGULATED 0 i/ : '" '.: -'` •` . '`;' / i '` EXEMPT REGULATED 2. REPLACED 0 0 3. NEW (POST 1977) + 4. TOTAL REGULATED IMPERVIOUS AREA = ' 5. TOTAL AREA MITIGATED BY EXISTING STORMWATER MANAGEMENT SYSTEM(S) - 0 6. REGULATED AREA NOT YET MITIGATED = 7 7. AREA PROPOSED TO BE MITIGATED BY LOW IMPACT DEVELOPMENT TECHNIQUES = 7 0S�o = 0 8. AREA PROPOSED TO BE MITIGATED THROUGH CONVENTIONAL SWM TECHNIQUES GENERAL NOTES 1. ALL MATERIALS AND WORK SHOWN ON THESE PLANS SHALL CONFORM TO THE CITY OF EDMONDS STANDARD PLANS AND DETAILS, THE FOLLOWING SPECIFICATIONS AND CODES, AND ALL OTHER APPLICABLE LOCAL MUNICIPAL, STATE, AND FEDERAL CODES, RULES AND REGULATIONS: - CURRENT INTERNATIONAL BUILDING CODE (IBC) �062- aOtCrWSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION - WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN (CURRENT EDITION) 2. STANDARD PLAN AND TYPE NUMBERS INDICATED ON THESE DRAWINGS REFER TO CITY OF EDMONDS STANDARD DETAILS, UNLESS NOTED OTHERWISE 3. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOBSITE WHENEVER CONSTRUCTION IS IN PROGRESS. 4. DEVIATIONS FROM THESE PLANS MUST BE APPROVED BY THE ENGINEER OF RECORD AND THE LOCAL GOVERNING AUTHORITY. 5. CONTRACTOR SHALL RECORD ALL APPROVED DEVIATIONS FROM THESE PLANS ON A SET OF "AS -BUILT" DRAWINGS AND SHALL SUMMARIZE ALL AS -BUILT CONDITIONS ON ONE SET OF REPRODUCIBLE DRAWINGS FOR SUBMITTAL TO THE OWNER PRIOR PROJECT COMPLETION AND ACCEPTANCE. A SET OF AS -BUILT DRAWINGS SHALL BE SUBMITTED TO THE CITY OF EDMONDS PRIOR TO FINAL APPROVAL OF THE BUILDING OCCUPANCY/FINAL PROJECT APPROVAL. 6. ELEVATIONS SHOWN ARE IN FEET. SEE SURVEY FOR BENCHMARK INFORMATION. 7. THE LOCATIONS OF EXISTING UTILITIES AND SITE FEATURES SHOWN HEREON HAVE BEEN FURNISHED BY OTHERS BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE! BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND PROTECT ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. CONTRACTOR SHALL VERIFY LOCATION, DEPTH, SIZE, TYPE AND CONDITION OF EXISTING UTILITY LINES AT CONNECTION OR CROSSING POINTS BEFORE TRENCHING FOR NEW UTILITIES. ENGINEER ASSUMES NO RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF THE EXISTING UTILITIES AND SITE FEATURES PRESENTED ON THESE DRAWINGS. ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF CONFLICTS THAT ARISE. 8. CONTRACTOR SHALL LOCATE AND PROTECT ALL UTILITIES DURING CONSTRUCTION AND SHALL CONTACT THE UNDERGROUND UTILITIES LOCATION SERVICE (1-800-424-5555) AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. 9. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE PROJECT SITE BEFORE STARTING WORK AND SHALL NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES. 10. PIPE LENGTHS WHERE .SHOWN ARE APPROXIMATE AND MAY CHANGE DUE TO FIELD CONDITIONS. 11. CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL REPORT (WHERE APPLICABLE) AND SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH THE CONTENTS THEREOF. ALL SITE WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH THE RECOMMENDATIONS OF THIS REPORT. 12. STRUCTURAL FILL MATERIAL AND PLACEMENT SHALL CONFORM TO THE RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL REPORT. 13. MANHOLES CATCH BASINS UTILITIES AND PAVEMENT SHALL BEAR ON MEDIUM DENSE TO VERY DENSE NATIVE' *:SOIL OR COMPACTED STRUCTURAL FILL. IF SOIL IS DISTURBED, SOFT, LOOSE, WET OR IF OPGANIC MATERIAL IS PRESENT AT SUBGRADE ELEVATION, REMOVE AND REPLACE WITH COMPACTED STRUCTURAL FILL PER GEOTECHNICAL REPORT. 14. SEE SURVEY AND ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND LOCATIONS OF BUILDINGS, LANDSCAPED AREAS AND OTHER PROPOSED OR EXISTING SITE FEATURES. 15. SEE ARCHITECTURAL DRAWINGS FOR PERIMETER FOUNDATION DRAINS. FOUNDATION DRAINS SHALL BE INDEPENDENT OF OTHER SITE DRAIN LINES AND SHALL BE TIGHTLINED TO THE STORM DRAIN SYSTEM WHERE INDICATED ON THE PLANS. 16. ALL REQUIRED STORMWATER FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO INSTALLATION OF ANY PAVEMENT UNLESS OTHERWISE APPROVED BY THE ENGINEER. 17. ALL ROOF DRAINS, PERIMETER FOUNDATION DRAINS, CATCH BASINS AND OTHER EXTERNAL DRAINS SHALL BE CO`qNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS NOTED OTHERWISE. 18. CONTRACTOR SHAD. (STAIN AND PAY FOR ALL PERMITS REQUIRED FOR INSTALLATION OF ALL SITE IMPROVEMENTS INDICATED ON THESE DRAWINGS. 19. AS A MINIMUM REQUIREMENT, ALL DISTURBED AREAS ON AND OFF SITE SHALL BE RETURNED TO THE 9QUIVALENT OF THEIR PRECONSTRUCTION CONDITION IN ACCORDANCE WITH APPROPRIATE. REQUIREMENTS AND STANDARDS. 20. ALL DISTURBED SOIL AREAS SHALL BE SEEDED OR STABILIZED BY OTHER ACCEPTABLE METHODS FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. SEE. EROSION CONTROL PLANS FOR SPECIFIC GRADING AND EROSION CONTROL REQUIREMENTS. 21. THE CONTRACTOR SHALL KEEP OFF -SITE STREETS CLEAN AT ALL TIMES BY SWEEPING. WASHING OF THESE- STREETS WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL. 22. THIS PROJECT IS NOT A BALANCED EARTHWORK PROJECT. BOTH EXPORT AND IMPORT OF SOIL AND ROCK MATERIALS ARE REQUIRED. 23. SLOPE OF FINISHED GRADE SHALL BE CONSTANT BETWEEN FINISHED CONTOURS OR SPOT ELEVATIONS SHOWN. 24. FINISHED GRADE SHALL. SLOPE AWAY FROM BUILDING WALLS AT MINIMUM 5% SLOPE FOR A MINIMUM DISTANCE OF 10 FEET. 25. CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL INSTALL AND MAINTAIN SHORING AND BRACING AS NECESSARY TO PROTECT WORKERS, EXISTING BUILDINGS, STREETS, WALKWAYS, UTILITIES AND OTHER EXISTING AND PROPOSED IMPROVEMENTS AND EXCAVATIONS AGAINST LOSS OF GROUND OR CAVING EMBANKMENTS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REMOVAL OF SHORING AND BRACING, AS REQUIRED. 26. CONTRACTOR SHALL. OBTAIN APPROVAL FROM THE CITY AND FOLLOW CITY PROCEDURES FOR ALL WATER SERVICE INTERRUPTIONS, HYDRANT SHUTOFFS, STREET CLOSURES OR OTHER ACCESS RESTRICTIONS. CONTRACTOR SHALL NOT RELOCATE OR ELIMINATE ANY HYDRANTS WITHOUT FIRST. OBTAINING WRITTEN APPROVAL FROM THE FIRE MARSHAL. _ 27. COORDINATE AND ARRANGE FOR ALL UTILITY CONNECTIONS, UTILITY RELOCATIONS AND/OR SERVICE INTERRUPTIONS WITH THE AFFECTED OWNERS AND APPROPRIATE UTILITY COMPANIES. CONNECTIONS TO EXISTING UTILITIES SHALL BE MADE ONLY WITH ADVANCE WRITTEN APPROVAL OF THE AUTHORITIES GOVERNING SAID UTILITIES. 28. EXISTING UTILITY LINES IN SERVICE WHICH ARE DAMAGED DUE TO CONSTRUCTION WORK SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE AND INSPECTED AND ACCEPTED BY CITY OF EDMONDS AND OWNER'S REPRESENTATIVE PRIOR TO BACKFILLING. 29. NEW UTILITY LOCATIONS ARE GENERALLY SHOWN BY DIMENSION, WHERE NO DIMENSIONS ARE INDICATED, LOCATIONS MAY BE SCALED FROM DRAWINGS. FIELD ADJUSTMENTS SHALL BE APPROVED BY OWNER'S REPRESENTATIVE AND CITY. 30. WHERE NEW PIPE CLEARS AN EXISTING OR NEW UTILITY BY 6" OR LESS, PLACE POLYETHYLENE PLASTIC FOAM AS A CUSHION BETWEEN THE UTILITIES. 31. SEE MECHANICAL DRAWINGS (WHERE APPLICABLE) FOR CONTINUATION OF SITE UTILITIES WITHIN THE BUILDING. E 32. SEE ELECTRICAL DRAWINGS (WHERE APPLICABLE) FOR EXTERIOR ELECTRICAL WORK. 33. SEE LANDSCAPE DRAWINGS (WHERE APPLICABLE) FOR SITE IRRIGATION SYSTEM. I UTILITY NOTES 1. ALL UTILITIES SHALL BE UNDERGROUND. 2. REQUIRED SEPARATION OF UTILITIES SHALL BE MET PER CITY OF EDMONDS AND INDUSTRY STANDARDS. ( 3r THE EXISTING WATER SERVICE LINE MAIN. Call 2 Working Days Before You Dig 1-800-424-5555 Utilities Underground Location Center (ID,MT,ND,OR,WA) 11 15 IL) HE ABANUUNtU SHALL tit GUI Al IHt APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: 'WZ7 h a BY: - CITY • ENGINEERING DIVISION 19217 36th Avenue W. Suite 106 Lynnwood, WA 98036 phone: (425)775-1591 e-mail: info®lsaengineering.com web: lsaengineering.com 611VI3 N I i 0 0 [Y � N (1I 1 1 N 0) I,- C C w w 0 0 C� V U C� w w a. CL w w 5 5 z W W 0 .- 04 G W LL_ z 0 z c� z ,Q n V)z � w 0 p 0- 00 - I-- p LL_I z OII II." LLJ I-1- Lli > (1-) 0 0 Lij 0 1- _ Li QCJ 0 W O Q z J w (zn Li z z AUG 19 2013 SCALE AS SHOWN DRAWN JTT CHECKED JWY SHEET C2 DATE F.B. 1-14-13 " LN 20120016 OF 5 LSA FILE NO. 5316 I " )Mpawe7Nt--K7 T.$ JZE 2QU11'�-O Ii'S C.Z7r-710)-n otJ OF Sftte.T PLAT fwPa0viv- 5HITLIU ec- CODJSTYL ACTEJD PVA0Z- TO r-itjAL- CL'LTII`IUd'7G CAP OCCQPi9 -ICY' - GJ SEE ETAIL B ❑W 2' MIN SAW CUT DETERM NEAP SCR T pR�pERT D 8Y CrllcE Tp Y �rNE // �' 030 EXISTING PAVEMENT ,INEER 'p% // ; ; -'' \�s \ \ \ \ J x /V1 F cyq/ N SEE NOTE 01," EXPANSI❑N JDINT // 55 , � i 1 I \\ \\\ \ \\ . EXPANSI❑N J❑INT 1112 N 24, M REST �� 1-1NOTES 3p, Ak DEj� / 1, IF DRIVEWAY WIDTH EXCEEDS\cARr�A MrNrM % ��i' �_52 COC JOINT. STALL A FULL DEPTH EXPANSI❑N (CpGgRA RAE� �M \/s / � �-�� \ r �E�IN,T APRON SHALL BE A MINIMUM \ \ \ \ 2, DRIVEWAYTYPE "A" CURB AND GUTTER s5 •� / \ � / �� \ \ \ � OF 6" THICK AND SHALL BE PLACED ON 2" OF 5/8' CSTC AND COMPACTED GRADE, EXPANSION JOINT OR 6 16 VERTICA CURB 3, A MINIMUM 2' SAW CUT IS REQUIRED IN 16" MARK L,.,6U ❑NL G��\ i' '/' \\ �' / \\ \ \ \\ THE ASPHALT WHERE NEW CURB / GUTTER 1/2 LIP (TOATC / / \ \ \ \ Q� IS PLACED (SEE DETAIL ABOVE). S�ppE / 6 �tr� , A58 �� \ \ \ \ \ \ \ � C 1,12 6" CURB / ��5 O �¢ i \ / MAP S J \ \ �9e co, CONCRETE SHALL BE CLASS 3- 3000PSI 7 \ \ /S COC AFT CURB AND GUTTER SHALL BE POURED SEPARATELY FRAM THE SIDEWALK, CITY INSPECTION REQUIRED ON FARM WORK PRIOR TO POUR, DRIVEWAY CURB TRANSI I I❑NAL DETAIL F❑ �7 ' �j` /6 Sp \ CURB AND GUTTER OR VERTICAL CUR S // � �� / / \ \ 6�� \ \ \ \ 0\ /N� C TY OF EDMONDS ,/ �� `� �G ^ /C_S -166_-1 111 5 CEDSTANDARD DETAIL CO STANDARD DRIVEWAY ENTRANCE E2.26 TO L-I CEDAPA �o DITCH C5 Q- /N Op\, ' / BENCH MARK: V , / / \ \ / I L - �� S� 160.51 / REMOVE ,L / 12"PINE \ I REMQ�E uSE 69 / /' / I \ T----r--- I_-6390 \� /�i // I EXISTII�•G nRly I 15 HEMLOCK ✓/// / // /� �' I 9221 OLYMPI� \/IEW ... ....9,7 - - - _ 4.45 \ _--7` / AR INV=155.32/ ::;:::`:::::::::: I �1� \\ ,I' i / coy :..:...........:.•:.:. •.•.4$;: .:�::I..:.:.:.: ERED ::::::::...:::o::.::: �9 I - I�- _ - I \ / 8"ALDE ouTDooR ./:::....... .. ....... 11�1 - \ \ / O / \.......... I I ::::... ....:... \\ \ 4 EML , / / ::�r .... :.:.:::::::: \ \ r ............. ....................................................................................... _ .:::..:: . / NC I / G R C ............ VETI ............. ..........:. / V �. ::::::::::::::::::::::: I T E..................•...................................... ........... w.....:.:.....::.::.:...:.:.......:........:.....:.:.-................................... 42 CEDAR 36 CEDAR O / qYb - 16 / A :':� 3 / .2 - O' Q' I r /Co , 0 -4 /_ D - I / ,c ORC DRY 7 L I J ' ... ...-.......... �::•..':: \::::::::::wONcpE1' j":�::..:...: .�": '�: I 1nl� OA9 REMOVE\:.::• / 48 6, %` F�/ INV=155.75 �� 2.9� -__- _ _ \\ CEDA�:;�. mow -_-1_ 116), \ \ \ 00' 1 1� 0 \ \ / �/ / APPROVED BY ENGINEERING 00,, \ \ 1 / �� ° 8»MAPLE ' Detached Garage Height Calculation, \ 4EE�MOVE _ . _ \ - / /\�� \ sra N R Date: 'C': 168.00' \ ' D . 164.4m \ \ \ \ /' ��0w�4L ?" - `� 3 f - / -16 \ \ \ i ,/ \� , .,� s� s,-r e2 -+ S►ro2T p House Heig Calculation, ' ' K ' 6- TOTAL: 6613m'/4= \ / � O cllvacS Fort MC,uvrx1"" rLt�N 'A': 160.50\ ry / / / 'B': 164.45' 165.33' AVERAGE ELEVATION \:::::::::::::::::::::::::::::::� PIGO� ,168 'C': 162.mm' +15.00HEIGHT RESTRICTION \ ) / \ :: •.• .•.•.•..•..•.•..•.•.. �' 18033' MAXIMUM RIDGE 'D':CT 6. EMOVE G , TOTAL: 65m.85'/4= -,� r...:.:::::.::.: / , ° 12 CHERRY" p ;... 162.mm' HE IGHrT REST ION ION Lot Coverage Calc Lo 2); �Q ,4�� . •.�� k' �• ,::.. ��:::::::;; �:�:�:�:�:�:�:�:�:�:�:�:� •�•� g NOTE: SEE CIVI1. DRAWINGS FOR ��Q ,;� :i6 ... �:::::::: ::::;:::;: ........................::'/ / / - ,O 181.11 M IMUM RIDGE OUSE 2,189 SQFT..................•.•.•.•.••::.•:.:•::.• °C'M�VE , DRAINAGE, TESL AND GRADING .,0 ...�.�::.:... •.....................�:.::. / / i �° � OVERED PORCH 634 SQFt. o �o ..:.q ...:.:.::.......:..:.......... / / ° 12 CHERRY ° Dc Q` 4.: .......... I ° COV C„ ETACHED GARAGE 44m SQ.FT. INFORMATION R OVE - :::.... y TOTAL BUILDINGS FOOTPRINT 2,681 5Q.F TAL BUILDINGS FOOTPRINT 3,263 SQ.FT./ �j' 15' UREL� °ado •..•.;•;;•.;•;• / � � � � ° \O /, , / Zone LOT AREA 28,046 SQ.FT. Ot AREA 15,000 SQFT. % 6� V�v \ ... PERCENTAGE m.m96 ERCENTAGE 0218 e an T FrontyJ Z��o yq Io ax Account Number; 2103 010- ,done ��i� C.� / i � � / /N� r /� '� lS _-° ''�1 � ' Sidesd I3 SCALE: I"=10'-m" ., l�--- l Corner Flag// /o 1/ // / C �,, v � 1 Rear Le esc ' Set- ?a ate uired Actual 7.8� �' �� ( �r 'I /i/ /' APPROVED BY PLAN IN Other ---- SEC 13 TWP 21 RGE m3 BEG 298.9 FT S 13.81 FT W OF NE COR SEC 13-21-3 TH N 15d 51 20W 125.82 FT TH N 246 58 COE 35.14 FT TH N 3gd 30 COE Front `� ZS / 8, / J �� i �Z' / b I S 59.95 FT TH 5 54d 30 COE 9m.29 FT TH S 056 43 m8W 6m FT TPB UNREC MAPLE MANOR PLUS INT IN PARK RESERVE 4 PRIV RD No 1 ALSO BEG Sides �%S Io I o rfl Z6 �S' / '3 /� / �� p�' "\N Hei ht 351.19 FT S 4 19.19 FT W OF NE COR SEC 13-21-3 TH N 81d 21 IOW 149.39 FT TH N 24d 58 COE 15 FT TH S 15d 51 20E 125.82 FT TH 5 m5d 43 08W 60 FT Rear ' 2S / r�>- �Q�'ti / z / C� / / n 3 a -7 ,� cG�C TO POB TGW BEG 411.49 FT S 4 25.11 FT W OF NE COR SEC 13-21-3 TH N 85d 48 COW 162.I0 FT TH N m6d 39 OOE 36B2 FT TH N 24d 58 COE 31.18 FT Other 3� 11 � o,J �� ' �' �' ' /' ' �� ( 9 a- / TH 5 Sld 21 ICE 14939 FT TH S 056 43 08W 60 FT TO P05 UNREC PLAT MAPLE MANOR PLUS INT IN PARK RES 4 PRIV RD NO 1. I�ei t ZS W MOVE g��2o �3c��-7�-[✓to�s� ° 8'Do WOOD /f /ram' /''RESUB N /\ / JUL -1 2013 BUILDING DEPARTMENT CITY OF EDMONDS �o W W .I CD D W� Ww �z,n w woo L0 °� W �LOz� z I J LU 00 - � 0(.0 M _UL)� SITE PLAN PROJECT NO. : DESIGN : DGW DRAWN : DGW ISSUE DATE : 04/02/13 LATEST REV. : 06/20/13 2' MIN SAW CUT EXISTING PAVEMENT N❑TEi 1. IF DRIVEWAY WIDTH EXCEEDS 15', INSTALL A FULL DEPTH EXPANSI❑N J❑INT. 2, DRIVEWAY APRON SHALL BE A MINIMUM OF 6" THICK AND SHALL BE PLACED ON 2" OF 5/8' CSTC AND COMPACTED GRADE, 3. A MINIMUM 2' SAW CUT IS REQUIRED IN THE ASPHALT WHERE NEW CURB / GUTTER IS PLACED (SEE DETAIL ABOVE), CONCRETE SHALL BE CLASS 3- 3000PSI TN 5 SEE ETAIL B ❑W DETERM IA/6Y SU T PROpeR .8 y RFAc rY SINE / / / ` �\ s A E Fitrc N EXPANSI❑N J❑INT SEE NOTE 01." EXPANSI❑N J❑INT 1112 / 6' �O 3 p MAX �3,(2\CATlA� \\-152 co, �30 CAR R GAR G IMGM�' ' �\ I ` _ ` ` \ e< �/q MMERcIAARAGF, E� / S6 / � ° / • ' /\� / �� \ \ � \ � � \ \ \ \ Oct FjF EXPANSI❑N J❑INT TYPE "A" CURB AND GUTTER / 6 16 VERTICAL,., VERTICA;/�"J / / \ ❑R / O ,\ O \ / / � � \ � � 5 1/2" LIP (T❑ MA C SEXIST, ❑NL �00� \ o / / \ / / / \ \ / \ \ \ \ \ \ \ \ \ 1 ¢��\1� /// /18a / \ \ 1;12 01 SLOPE / / "MAP E— / \\ \ 0e4 �/c, 6" CURB // i1�6 0 `L 1 \ / 1 CURB AND GUTTER SHALL BE POURED SEPARATELY FRAM THE SIDEWALK, CITY INSPECTION REQUIRED DN FORM WORK PRIER T❑ POUR, DRIVEWAY CURB TRANSITI❑NAL DETAIL F❑ G \� / / \ 9. /` 1 x \ CURB AND GUTTER OR VERTICAL CUR S / ,� �/�G P� / / 16� / \ \ 16�\ 6�� CITY OF EDMONDS STANDARD DETAIL STANDARD DRIVEWAY ENTRANCE E2.26 T DITCH T ! aEN5 H MARK: / 69 A 5 c 76 ss 0. —16 6— -1 I RUO ti 15"CEDAf I lb P AT10 I_ 1118"CEDA // ,\O REMOVE ' I REM\QVE V / ' ' ` I / 12"PINE \ / I I , r � � �'�• �:160`g� I / � / I \ H DU SE I I 15"HEML / /' �' ,•�' I ----_r----- I ,/ I EX HOUSE �IE\N ERNE I / I oC►t / I OLYMPIC 1 /r I 9221 1 INV=155.32/ / I I /:::E::::::::.:....:::::::::::::::::::: /I co gD ::::::::' 7 DJTI V I _ _� I v J / UTDp.:.' �9 11��1J—=—_I=— _ — I \ \ 8 ALDE / o /.:::..........:: ::: ::. — — / IRoots ...... •...:.• : ��:•. O II / �...................... \ 4 EML9 ................. m a- / ................... . .............. 62 �/ \ r .................... ................................... ........................ C'............ .............. I r / �o -..................:....:.:..:.:...:.:.:..::..::.:..:.:....::::::::.:..:.:.::..:::.:.:::...:..:.....::.::::.:::..:.::.:...: \ \ /::.:...:.:.::.:.:.:.:.:.:...::.:..:............:::..::::::.::::.::.:.:.:..�...:......::......:.• . _ 2 CED \ \ lb' ,�'\ �.::::::.:.:....:...•.......::...:.:..:..:::...::.::.:.:.::::::::.:...........:........:......:.....:..::....:.:.:.:.:.::::............. O o r / TIN I .....................:........:•.•.•.•.•.•.•::....::.:..........................:. — — — 1 4 O G / C ..........:.. V EL I....:::::::::.:.:::.::::::::.:::..:.:::.::.:::::.:.::::::..::.::.:.::...:::.::..:::::::.::::::.:...:::::::.:.::::::::::::::::::.::.::::::. I�...........I.............................. / vu / / Detache 'A': 162.90' _.....,...................................... (ryq b i ._ �.•.:,......�...•..•.• CEDAR 36 CEDAR a� - I IjPO-RCH:::::.:::::'':::::::::::: '.� ............:............ ..... ..:.�::::::::::::::r:..:::::::'::':: :::::::: .: . 4- �/ / CITY OF ED NDS BUILDING DIVISION I c \ r I I R O►@C �. I \ r � PLAN / /�� C ►+ I I o /.• / CRET ...!.'. "•'.'. •'•'.,... ...•:.':::::.':' ry ,l S WALKW,4� :t ��, .................. '�:::::::::::::::::::: O� ........ % ............. ............ ............................ i \ REMOVE\ :.:....,................::.:: L::::.: / I 62 I �� I / / 6 2 I N V=155. 75 �� ••-9� — — — _ _ _ 48 CEDA::'::::'::::'::::::.:.'.:.':.::. i, /j Ilia Q \ L- — i ...................... FINISH GRADE \ / --_-- — _ `� •\�� CAN 6" CONCRETE STEM WALL F�� I _ - -lei ht Calculation, 0 , /,,' \ `� � REMOVE �''--_ `, PC'�� / N� � 8"MAPLE / �O / / N0.4 HORIz. AT 12" O.C. `v \ 48"CEDNib \ ti ::.�..: N0.4 VERT. AT 16" O.G. PIGOT EMOVE G�. ....�:-�12 CHERRY' O '.: 00 HEIGHT RESTr3tG`FION LUL IJUVCf dIJ.0 l alu (U 2), NOTE: SEE C11�IL DI;?�4UJINC S FOfiz � v :16 \:::::::::::1 c;. ;: ::::;:::::::::;:' / �� ,O Q� / / �/ �/ COMPACTED N0.4 DOWELS AT 16" O.C. N 18�.�1' M IMUM RIDGE OUSE 2,189 SOFT. J. :.. ..... is::'::• : ::::::::::: .......•. / / ° E'N16VE / r i�fiz,41N�4CE, TESC �,ND C-sie?,4DINCrt �� v:y ::.'' :::::::::::...'......:. ..:. / / / 0 12 CHERRY pc� ` //r \� FRONT FILL 1'-3" oa ` P / / / N0.4 AT 10 O.C. OVERED PORCH 63 SOFT. ° ° ::.:. ° Cov c,;�ETACHEDINFORMATION R OVE ° ° 4.:°.: ::::•:.::::::....:.::;1.. / / I ° o GARAGE 440 SOFT. % 15' UREL�••••::: ... TOTAL BUILDINGS FOOTPRINT 2,601 SOP T TAL BUILDINGS FOOTPRINT 3,263 SQ.FT/ �° "'r'' Lot AREA 28,046 SQFT. OT AREA 15,000 SOFT. 70 , 166� °°� / /� �S / o i\'` PERCENTAGE 0.09ro ERGENTAGE 0.218 e an_ /T i� �� / -9,oF` 174—( /r// / _ 4 DIAM. FTG. DRAIN IN GRAVEL aX Account Number; 2,03 010- -- c: :• / -Vw PROVE. �i (� I - POCKET, CONT. TO 'STORM' SCALE: P=10'-0" , / a, � � 1� j� / // ' `� 1 gYLA'IN�Ci�. 'F(20M TN'� {'Lt:?AaNIN(s� 76 / / . I / 6 // / %1 WA -LA— 5+�,— 0;Sc.;-+� Cn& -rc, A SCVOMA-rc Le esc 8 _ / @�� • / i / i� /� / { sT°ruHwPzt-rz SyST� uNW-SS AVV",� SEC 13 TWP 21 RGE 03 BEG 298.9 FT S 4 13.51 FT W OF NE COR SEC 13-21-3 TH N 15d 51 20W 125.82 FT TH N 246 58 00E 35."14 FT TH N 39d 30 00E -tci� �,"'�'„''ti-�-� o>= 59.95 FT TH 5 54d 30 00E 90.29 FT TH S 05d 43 08W 60 FT TP5 UNREC MAPLE MANOR PLUS INT IN PARK RESERVE E PRIV RD NO 1 ALSO BEG 3511S FT S 4 19.19 FT W OF NE COR SEC 13-21-3 TH N Sld 21 10W 149.39 FT TH N 24d 58 00E -15 FT TH 8 -15d 51 20E 12522 FT TH S 05d 43 08W 60 FT TO P05 TGW BEG 41-1.49 FT 8 4 2511 FT W OF NE COR SEC 13-2-1-3 TH N 85d 48 00W 162.10 FT TH N 06d 39 00E 36.62 FT TH N 24d 58 00E 31.18 FT TH S 81d 21 10E 149.39 FT TH S 05d 43 08W 60 FT TO P05 UNREC PLAT MAPLE MANOR PLUS INT IN PARK RES 4 PRIV RD NO 1. FIROVED -70 oo ° / // / £ ION - - - a Of ER A"=8,41_011 MOVE / / i 8 DOQWOOD ��Uvtu G �� A=0 / 5=1 6 AT H- 3 0 R TAI N I ` G ALL DETAIL SCALE = 1"=1'-0" \gyp' i Ir Q:�o W W T- WU� Ww Q z l.n w w � CO °' J za<� W -- LO z n z J 00 LLJ � o0 �� W co W C1 a o � M W �Wo 0 WW 0 > -` Z C0 X 92CO >- CO W -j cro (CIAO C\1 �N® SIT ��,4kit'`• 0 `' �M�:MT PLAN �')P,OI M -/ELOFN Nl�6t:,QCEs Mi. CITY OF El)riJONDS PROJECT NO. DESIGN : DGW DRAWN : DGW ISSUE DATE : 04/02/13 LATEST REV. : 01 /21 /14 EXISTING ANC FINISH GRADE MAX. RIDGE: 151-11, ACTUAL RIDGE: 18-1321 12 8. 12 4:12 12 TOWER PLATE: 163.22' VENT TOP PLATE: 152.221 CEDAR SHINGLE ROOFING �F711 IN HARDIE PANEL HARDIE PANEL AND GATT SIDING UPPER FLOOR: 1-14.14' 12 11 11 51 2 Ix FRIEZE BAND HARDIE PANEL - 1:12 01-0-FOININIFE-11 - I(0!2xaj2O.H- DOOR 1:12 Ix FRIEZE BAND METAL GUTTERS HARDIE PLANK SIDING METAL ROOFING Ix FRIEZE BAND MAIN FLOOR: 164.00' EXISTING AND FINISH GRADE .. .. . ......... AVG. GRADE: 162.11 Nort,o-i SCALE: 1/4"ml'-O" Elevation EARGY CODE COMY'LIANCE CEILING: a.,f I WALL:---7--r—z—T FLOOR: SLAB: GLAZING: L', Ll ul" State Labor & Industries REVIEWED FOR CODE COMPLIANCE I& ^I& -VI-MI IINv (TYPICAL) 01 AVG. GRAI;>E..,-*2.513' Ix N 0'1� — 0 LU LLJ —7Lu z- Uj ,:111L, :7 L0 R. Ld Z Ln T- 00 0) LJ > 00 < LLS z z I = LLJ 00 0 (-fr) � Lw z wo :3 1,11— z w > c/) a. c/) 0 z C\l 0 f"In 612 0) w ELEVATIONS I I PROJECT NO. DESIGN DGW DRAWN DGW LS.51JE DATE 04/02/13 LATEST-,REV—,05/23/14 Z O '� N d � W '4 .4 w KITCHEN JENNAIRE C-203 62 80 1.5 LAUNDRY NUTONE QT-60 62 80 IB M.5ATH NUTONE QT-80 62 80 IB BATH 2 NUTONE QT-80 62 80 IB 5ATH 3 NUTONE QT-50 62 80 IB SOURCE SPECIFIC !NOAN SHCEDULE SCALE MANUAL SWITCH $\ 24 HOUR TIMER SWITCH T \ \ DUCT FROM RETURN AIR SIDE OF F.A.U. TO OUTSIDE PER TA5LE 3-5 OF WASHINGTON STATE 1 VENTILATION AND INDOOR AIR QUALITY CODE I FLOW DAMPER SET TO ALLOW .35 ACH MIN, .5 ACH MAX. / CENTRAL FORCED AIR UNIT FAN SUPPLY DUCTS VENTILATION NO SCALE BORED HOLES -MAXIMUM SIZE IN HOLEAO% OF WIDTH 2x4-2.1" (2-1/8") DIA. HOLE 2x6-33" (3-5/16") DIA. HOLE NOTCHES -MAXIMUM DEPTH, 40%o OF—\ WIDTH. 2x4-IA" (1-3/16") DEEP NOTCH 2x6-2.2" (2-3/1611) DEEP NOTCH 5/8" MIN. EDGE D I STANCE STUD PORTION OF STUD REMAINING AT NOTCHES OR HOLES SHALL BE SOUND WOOD WITHOUT EXCESSIVE STRENGTH -REDUCING PROPERTIES SUCH AS KNOTS, SPLITS, EXCESSIVE SLOPE OF GRAIN, ETC, INTERIOR N ON BEARIN G WALLS STUD PENETRATION NO SCALE 50RED HOLES -MAXIMUM SIZE HOLE, OF WIDTH 2x4-1.4" C1-3/8") DIA. HOLE 2x6-22" (2-3/1(o") DIA. HOLE 50RED HOLES IN DOUBLE STUDS -MA SIZE IN HOLE IN DOUBLE STUDS 60% WIDTH. NO MORE THAN TWO ADJOINING DOUBLE STUDS TO 5E BORED, 2x4-IA" C1-3/8") DIA. HOLE 2x6-22" (2-3/1611) DIA. HOLE NOTCHES -MAXIMUM DEPTH, 25% OF WI1 2x4-.81" (1/6") DEEP NOTCH 2x6-13111 C1-3/8") DEEP NOTCH WIDTH 5/8" MIN. EDGE DISTANCE STUD EXTERIOR WALLS AND BEARING WALLS r t' IL /AIL Nl uw West I ' (t1'P{GAL) ion SCALE: 1/4" =1' -O" -ast SCALE: 1/4"= I'-O" Elevation ir Cy o W �z~ CD :D W — U) u Ww Q Z L0 dw w Lr) °' W 0�zn J 00 00 �m=V)� wo A • i fn q ELEVATIONS, AND DETAILS PROJECT NO. DESIGN : DGW DRAWN : DGW ISSUE DATE : 04/02/13 'LATEST REV. : 05/23/14 STUD PENETRATION NO SCALE A3� I main SCALE: 1/4" = I'-m" bevel Floor Plan 1,1213 SQUARE FEET 3,403 SQUARE FEET 93'-8 3/161, i O W W JzLli W� wW Oz,0 d wL0 w ° Jz� a ° W—= -- (� � z n zJ J oc) W _ af O O MM� W V) >- C6 • MAIN LEVEL FLOOR PLAN PROJECT NO. DESIGN : DGW DRAWN : DGW ISSUE DATE : 04/02/13 LA EV. :05/23/14 93'-8 3/1�o" O W w U, Ww ozLo . W� LU JzQ<� w — Ln zLc) Ld 0100 U 'N'� w O W co oz `V ro 0 N O 04 a _I 0) w UPPER LEVEL FLOOR PLAN PROJECT NO. DESIGN : DGW DRAWN :DGW ISSUE DATE : 04/02/13 L-A-TE,ST REV. : 05/23/14 A5 � m It I I I 6" CON( TE WALL ON I 12"x&" CONCRETE FOOLING B (TYPICAL At PORCH AREAS) A9 4'-9 1/2" 19'-0" 14'-2 1/2" 4" CONC ETE SLAB ON 6 MIL BL CK VAPOR BARRIER ON 4" OF CLEAN SAND OF GRAVEL (SLOPE 1/4" PER =OOT AWAY FROM HOUSE) (DOWN 1/4" FROM ADJACENT SUBFLOOR) C33'-5 3/1ro" _-'euut-11' ---- 8' -6 1/4" IV— 32'-1 15/16" FOTE- Lb LOLAt9 C22b 1645" I CRE NE F UND tl0 NtS I II ems,, IN. 0"4" CRAWI. PA E A CE S 45m — L_J J L JI I I I � JI I I I I ♦� TE \ LA K 6 MIL VAFOR I AR ►ER tHR uG - Ut CRAWL SPA( �. all CONC TE (UAL O� 1 "x8 CONCRETE 00 ING 1 I I I 10 F N .2 EA ON 4x4 P.T. (Posits I I 0 I 1 (0 (x6 T PLI ES) WIT CC 44 D92 5/ BS 44- DS l H Cx W TH pCx CR WS I I I I 1 I T 18'xla" 10" ON RE E AD WIT14 ,tJf/210 l9 1/2") FLOOR I C�) NCP.4 qAR51I1 EACFH W�,Y (jCYP CAL) \� \�0 / JOISTS At 16" O.C. I ,. I 4111-� I ,1 I4 1� I ,_ (TYPICAL AT MAIN FLOOR) 6_ u 4i_ '-3 /4" ,_ 3 -3" J-13" � � // O5 I ►� I7 I- I III I Il-I I I I l o I I I —�r L I I I I I I I L L m 3 "X30"XIOP CONC T P DS 24"x24" 1 C0 CREITE fi�Al ItITH 2) N AR EA H AY I WITH (27 N �4 B RS EACHt Et /A9 D IL 2/ 9) 1 1 P VI E I /4" 3 1/ " 1.3 LS JI I I I I I _ _ L (FL USN FRAME L NDrz;RS EA L F, WA L ND t P A O ) � �-1—L�1�-1 Iry t- -STEP CONCRETE — _ s J I I I I ALLS 1 " _ r r I l �' �✓ — i i3 -1 - I I I I I I �- _s 1FFE' AT _ _ ALL HANGERS I 0 61 vfj �t 0 l 2x10 P.T. LEDGER WITH — — — - J 5/6" RNDx&" BOLTS _ AT 16 O.C. (I/Ail) 61 SCALE: 1/4"=1'-0" 4" CONCRETE SLAB ON 4" CONCRETE SLAB ON 6 MIL BLACK VAPOR 6 MIL BLACK VAPOR 5ARRf1=R ON 4" OF CLEAN BARRIER ON 4" OF GLEAN SAND OR GRAVEL (SLOPE SAND OR GRAVEL (SLOPE 1/4" PER -FOOT AWAY FROM HOUSE) 1/4" PER FOOT AWAY FROM USE) (DOWN 12" FROM ENTRY PORCH) (DOWN I/4" FROM ADJACEN UBFLOOR) 4 13'-(0 1/2" 10'-0" 2'-10 3/4' 45m L EP NC tE 91/2" 9:� I \ \ I CK-OUT FOR FURNACE 1 VERIFY OPENING SIZE WITH \ `� FURNACE CONTRACTOR) \ � / 4° CONCRETE SLAB ON 6 MIL BLACK VAPOR / BARRIER ON 4" OF GLEAN SAND OR GRAVEL (SLOPE / FROM DADJACENtSXDUBFLOOR) 4e I O \ \ RAISE TOPS WALL ABOVE \ \ SLAB PER DETAIL 13/Ail \ 4 / 450 IQ. �o il/16" 34'-9 7/16" v �% zLu J CD � W U� Ll w Z .1 FOUNDATION PLAN PROJECT N0. DESIGN :DGW DRAWN :DGW .QzSUE DATE : 04/02/13 LA i<V :05/23/14 / RIDGE BE / \ POST 12 4xl2 HF NO.1 PEA; (EXTEND OVER 12 �/ n r — , r \ GL IF AT RAFTER ACH END) J L / r -iI Ir I Ir \ II II 6xro OF NO 11ULLION5 WITH (2) A351, EACH END (TYPICAL) L IL L r xro DF NO 1,POSTS (FULL HEIGHT FROM BOTTOM OF TOP HEADER DOWN TO MAIN FLOOR SOLE PLATE WITH (2) A3t�'Ig EACH END II II IIj L J L r J_L J_L J_L J—IL t-1 T-1 v T-1_ T-1 ALT. SWI AL.t. ALt "I A ---- H SEE WALL FRAMNG% DE T IL AT RIG%Ht B � I I �, AS �0 YXtu 1/4"x14" 2.0E PSL 'FLUSH 4x8 HF NO I FRAME INTO WALL ROVE) HEAIDER I I (4) 2x (US HNUSCS 0/ 0 AN ) 4x8 H N0.2 � -Ir -Ir r r � , ^1�•1 HEAD R I I C3) 2;( ro I T-1 SW1 -1 I I ° A D —— I -r �r r 1 7 F 5, I 3 I/2" 11 1/ 3 1/' '> 1 i1 1/ ' 2 USE E SL HUs FLU 10 4AN H F M ER) 2 0 1 SL FLU H FI AMI 3 I3:-' 3 4 I I Ulmu I I tLW ~ �jw 1 11 II I ( �� 1 <I AT - >;-- - 3 va"x12" _ A �=I �il I u I I I I += i x= I I I I I I I ♦ `' G%LB (24E V4) X`u NU� I I I III I I I ♦ sfi (HU210-2 HANG%ER) I CSIro STRAP OVER SUB-FLOORIN I ¢ Iv FLOOR SHEATH PER PLAN 8d AT 4" O.C.— A35/LPT4 FLOOR JOIST EACH 2x4 FLAT-7 PER PLAN (3) lrod 'o EA. 2x4 FLAT MEM. BASE P . Naf 2x4 FLAT AT roll O.C. Sd PER SHEAR WALL EDGE NAILING SHEAR WALL PER PLAN x !U ,d I I 0 FULL LENGTH WITH EXTRA' JOIST`, I +� q 1�+ ♦ ♦ � s 0w SOLID BLOCKING% OR 2x FLAT >k 49 u- I xlu m BLOCKING% `BELOW,CTYP1CAL-3) I � I 0 12 I I ' / ♦ �+ 3 2 "x11 I/8" I E SL (FLU ® ,F ME WITH H S4 0 HANG%E ?I/3"Ap1/2' G%L I 5 1/4"xll �/8" OE PSL } (L/ W r -I r -1 r (24 V4 HE DE T �111 — »»;:: O :: a Z Lu I ~ I 5 1/ "xl 1/2" G%L I I E F N I Ea ER �= I L 11 1 I a I (24 -V4 HE DE (4 2x& N (3 2xro I (4) 2x I I I I I I I III I I� N= J^tui l I I I to l _ AL JIL AL J=lIL J L J L J L U1 1/2"Al'7/8" 15E LSL (FLUSH FAME, ONE PIECE) x8 HF N %z HEADER Wal Fra ))-jr -0=i 0n to XISCALE: 1/45x O w (FLUSH FRAME) d) 3z xI.414 / / e��GL 1pF-V ETAI X All 1 1 /All I 1/2"Al I/S" 1.5E LSL r I — "Al" (FLUSH FRAME) I , ( 1 1/2 I/8 1.5E LSL I / I S E DIETAII 4x HF N0.2 Sall 4x8 HF 0.2 / 12 ,411 4 S N NO2 I HE DE HE DE (FLUSH FRAME) I ♦ / / I HAD R I 4x8 HF NO2 / } I I I I — — — HEADER L _ — I I ♦ / / / 1 1/2"Al 1/8" 1.5E 1-.SL—_ u ♦ / c4 (FLUSH FRAME) C14ZZZI � m 1 I - I :" 4i 4x8 HF NO.2 HEADER AT Jin 0 3 1 "x 17 " 2. E P �� 3 I/8" 12" G%L C24F ) :`�i 14'-0 5/5" A MAIN FLOOR g / / / ♦ A9 LCF USJLF J ME) JL.J LmO (WITH U212-2 HANG ) �- JL JL AL JL �� — 1Lt _ CONE PIECE) `7\ 13 1/81 x12 i_�LB (24F- ) B 3 1!S"x12" G%LB (24F-V4) 3 1/8"x12" G%LB (24F-V4) (WITH HU212-2 HANGER) (WITH HU212-2 HANGER) ), rr-dillirl � k� 1.) ALL ROOF FRAMING TO BE PRE-ENGINEERED ROOF TRUSSES AT 24" O.C., UNLESS OTHERWISE NOTED. 2.) ALL EXTERIOR OPENINGS SHALL HAVE 4x8 HF NO.2 HEADERS, UNLESS OTHERWISE NOTED. 3.) ALL FLOOR JOISTS TO BE TJI/110 (11 I/8") AT 16" O.G., ower UNLESS OTHERWISE NOTED. SCALE: 1/4" = I' -0" 4.) ALL SHADED AREAS SHALL BE 2xro HF NO2 BACKFRAMING AT 24" O.G., (BRACE TO BELOW WHERE SPAN EXCEEDS '1'-09 UNLESS OTHERWISE NOTED. ROOF DIAPHRAGM: FLOOR DIAPHRAGM: 15/32" EXPOSURE 1 APA RATED SHEATHING, 3/4" EXPOSURE 1 APA RATED UNBLOCKED, WITH Sd NAILS AT ro" O.C. AT SHEATHING, UNBLOCKED, WITH SUPPORTED PANEL EDGES AND 8d NAILS 10d NAILS AT roll O.C. AT SUP - AT 12" O.C. AT FIELD. PORTED PANEL EDGES AND 10d NAILS AT 10" O.C. AT FIELD. ar I SHEARWALL & HOLDOWN NOTES 1) SIMPSON OR EQUAL. LOCATE HOLDDOWN AT EACH END OF SHEARWALL UNLESS OTHERWISE NOTED. INSTALL PER MANUFACTURERS RECOMMENDATIONS FOR FOUNDATION MIN. END DISTANCE AND EM5EDMENT, DEEPEN FOUNDATION AS REQUIRED. 2) CONSTRUCT CRIPPLE WALL SAME AS SHEAR WALL (SW) ABOVE, AND GABLE -END SAME AS SHEARWALL BELOW. 3) REQUIRES 3x OR (2) 2x FOUNDATION SILL PLATES. 4) THREADED ROD AND COUPLER AS REQUIRED. 5) COMMON NAILS, UN.O.: (8d=0.131"x 2 1/211) 110d=0.146"x 3") (12d=0.148"x 3 1/4") (I6d=0.162"x 3 1/2") (16d SINKER=0.145"x3 1/4"). ro) INSTALL HI CLIPS ON ALL TRUSSES/RAFTERS OR A35 AT 24" O.C. ON GABLES t RIM JOISTS (OR SOLID BLOCKINGa) TO TOP PLATE (SILL PLATE AT FOUNDATION) UNO. WHEN SPECIFIED SPACING IS LESS THAN 24" O.C., INSTALL A35'S AT ROOF SOLID BLOCKING TO SW TOP PLATE, AND INSTALL H1 OR H2B ON ALL TRUSSES/ RAFTERS. LTP4, LTP5 OR L550 CAN BE SUBSTUTED FOR A35. (SIMPSON OR EQUAL). 1) MIN. 3x OR (2) 2x STUDS LAMINATED WITH (2) lrod NAILS AT roll O.G. AT ABUTTING PANEL EDGES. S) ANCHOR BOLTS SHALL BE EMBEDDED AT LEAST -1 INCHES INTO CONCRETE, THERE SHALL BE A MINIMUM OF (2) BOLTS PER PIECE WITH ONE BOLT LOCATED NOT MORE THAN 12 INCHES OR LESS THAN (I) BOLT DIAMETERS FROM EACH END OF THE PIECE. 2x MIN. PRESSURE TREATED PLATE, UN.O.. 9) ALL SHEATHING MUST BE STRUCTURAL 1 SHEATHING UN.O- TJI/110 (11 I/8") FLOOR / JOISTS AT 16" O.C. ATYPICAL AT UPPER FLOOR) t O 00 er oor raminil an SHEAR WALL SCHEDULE MARK SHEATHING - APPLIED TO SHEATHING EDGE NAILS ALL EDGES BLOCKED" BASE PLATE ROOF TO TOP PLATE SILL PLATE ANCHORS WITH K2) 2x HF STUDS AT lroO.G. ETRATE NOT PENET NAILING s(b)3) FLOOR TO TOP PLATE 3"x3"xl/4" WASHERS 9) UN.O. BELOW s(S) PAST FLUSH) AND SILL PLATE 0(6) SEE NOTE •(S) SWI �/16" OSB 8a' O.C.'" O.C.FIELD) trod AT 6" O.C. A35 AT 16" O.G. 5/8" DIA. x 10" ANCHOR BOLTS AT 45" O.G. HOLDOWN SCHEDULE / GARAGE PLATE HEIGHT \ / 9'-1" ABOVE HOUSE MAIN FLOOR Ah (SIMPSON, UN.O.) SEE NOTE :0,34) MARK HOLDDOWN/STRAP FRAMING ANCHORAGE FOUNDATION ANCHORAGE • (1) (2) - STUDS MIN., U.N.O. • (U (4) T-1 STHD14/14RJ (36)!(30) trod N/A - lrod SINKERS TO EACH T-2 CO CTED ELEMENT N/A T-1 (IS) 10d x 1 1/211 ALT. HTT4 5/5" DIAM. THREADED ROD 12" EMBED. IN ET -HP EPDXY W .jz� J CD :D W — un u Ww 0 z Lo w oo °' r� �✓ > Q ONo J Q z= W Lc) z J 00 � O .. Ifl m Icm •• 0 11 LOWERCM ROOF/ UPPER FLOOR FRAMING PLAN PROJECT NO. DESIGN : DGW DRAWN :DGW ISSUE DATE : 04/02/13 AT REV. : 05/23/14 A7 RIDGE BE POST 12 4x11 HP N ;U H1 / — (EXTEND OVE 12 7, / \ r r CLIP AT RAFT END ACN N ) J L L / r / / I I �I Ir 9I IF 1 \ 1 0�/ 6x6 DF NO1 ULLIONS I \ \ WITH (2) A3 EACH END (TYPICAL) I� JI lift -- I I a II II II x6 DF NO] POSTS (FULL HEIGHT FROM BOTTOMOF TOP HEAD DOWN' TO MAIN FLOOR SOLE PLATE WITH (2) A3�'6 EACH END II I J L L r J—L J—L J—L J I / ! 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Y / TOW PLAT HEIGHT ER E � '11 I I.::::::::::::J:o OW H AT 8 -1 ) ry O (WIN HEADER D E D R 4x8 .2 — — — — — .. ^:^: �.:.r:.r•t::•r:': r: �•r:i':ii•:•: r:i•::r :.^.:•. .r:.r r;::ii':r:ir::•.'� �::i•: r �:cf' c;.':i'rrrr:'rr: r [;::: t:i.::i.:// / / z(r 4x6 H NO.1 su 14x HF N .1 3 1/8"x10 1/2" B (24F-V4) 4x6 NO.1 4x1 NO .> v � / / �� I I HEAD R IHE DER � HEA R 61 11' O i �� goo - �LU5H FRA �\° - - _ _ - -� ';��,, 'o ff / d (01 I % 1 ` `� - - - 4x6 F NO.] $Wi W. 1% ♦ / G 1u I I I x HF NO.I su 'S {,4� / / / /. J --- -- — / s / r,�i // 4x8 HF NO2 — — — I & 14 F NO.1 8W1\�_'V-ro PLATE I / / {�'C91, �'/ / / EA fg H IGHT * Ab i�' A% /_ < ___4___ SH AR WALL AROUND OPENNG — — HE R WALL AROUND OPENING / < 0 ♦♦ / / `� fib{ �?� B on CSEE DETAIL to/AlU < oA / oq '� \�'+! e ,A A9 (SEE DETAIL 10I411) HEAR WALL AROUND OPENIN �� ♦ / fi /� - A9 CSEE- DETAIL 10/All) 11 \ ♦♦ / r�,J%/t®/II Note \ _p . ♦ / +s I.) ALL ROOF FRAMING TO E 2x12 HF NO2 RAFTERS AT 24" O.C., o I in an \ ♦ / / UNLESS OTHERWISE NOT D. \ ♦ / /CC 2.) ALL EXTERIOR OPENINGS SHALL HAVE 4x8 HF NO.2 HEADERS, UNLESS OTHERWISE NOTED. 3.) ALL FLOOR J015TS TO BE TJI/110 (11 1/8") AT 16" O.G., UNLESS OTHERWISE NOTED. 4.) ALL SHADED AREAS SHALL BE 2x6 HF NO2 BACKFRAMING AT 24" O.G., (BRACE TO BELOW WHERE SPAN EXCEEDS I'-09 UNLESS OTHERWISE NOTED. ROOF DIAPHRAGM: FLOOR DIAPHRAGM: 15/32" EXPOSURE 1 APA RATED SHEATHING, 3/4" EXPOSURE 1 APA RATED UNBLOCKED, WITH Sd NAILS AT 6" O.C. At SHEATHING, UNBLOCKED, WITH SUPPORTED PANEL EDGES AND Sd NAILS loci NAILS AT 6" O.G. AT 5UP- AT 12" O.C. AT FIELD. PORTED PANEL EDGES AND 106 NAILS AT 10" O.C. AT FIELD. �ar UJa I I a fi-lki cl SCALE: 1/4" = I'-0" NOTE: ALL POSTS MINIMUM OF (2) 2x STUDS, UNLESS NOTED OTHERWISE. SHEARWALL & HOLDOWN NOTES 1) SIMPSON OR EQUAL. LOCATE HOLDDOWN AT EACH END OF SHEARWALL UNLESS OTHERWISE NOTED. INSTALL PER MANUFACTURERS RECOMMENDATIONS FOR FOUNDATION MIN. END DISTANCE AND EMBEDMENT, DEEPEN FOUNDATION AS REQUIRED. 2) CONSTRUCT CRIPPLE WALL SAME AS SHEAR WALL (SW) ABOVE, AND GABLE -END SAME AS SHEARWALL BELOW. 3) REQUIRES 3x OR (2) 2x FOUNDATION SILL PLATES. 4) THREADED ROD AND COUPLER AS REQUIRED. 5) COMMON NAILS, U.N.O.: (66=0.131"x 2 1/2") 006=0.148"x 3") (12d=0.148"x 3 1/4") (16d=0.162"x 3 1/2") 066 5INKER=0.148"x3 1/4"). 6) INSTALL HI CLIPS ON ALL TRUSSES/RAFTERS OR A35 AT 24" O.C. ON GABLES 4 RIM JOISTS (OR SOLID BLOCKING) TO TOP PLATE (SILL PLATE AT FOUNDATION) UNO. WHEN SPECIFIED SPACING IS LE55 THAN 24" O.C., INSTALL A35'S AT ROOF SOLID BLOCKING TO SW TOP PLATE, AND INSTALL H1 OR H2.5 ON ALL TRUSSES/ RAFTERS. LTP4, LTP5 OR L850 CAN BE SU55TUTED FOR A35. (51MP50N OR EQUAL). 1) MIN. 3x OR (2) 2x STUDS LAMINATED WITH (2) 16d NAILS AT roll O.G. AT ABUTTING PANEL EDGES. 8) ANCHOR BOLTS SHALL BE EMBEDDED AT LEAST I INCHES INTO CONCRETE, THERE SHALL BE A MINIMUM OF (2) BOLTS PER PIECE WITH ONE BOLT LOCATED NOT MORE THAN 12 INCHES OR LESS THAN (-I) BOLT DIAMETERS FROM EACH END OF THE PIECE. 2x MIN. PRESSURE TREATED PLATE, UN.O.. 9) ALL SHEATHING MUST BE STRUCTURAL I SHEATHING U.N.O.. SHEAR WALL SCHEDULE MARK SHEATHING - APPLIED TO SHEATHING EDGE NAILS BASE PLATE ROOF TO TOP PLATE SILL PLATE ANCHORS WITH K2) 2x HF STUDS AT 16" O.C. ALL EDGES BLOCKED NAILING s(b) FLOOR TO TOP PLATE 3"x3"A/4" WASHERS U.N.O. BELOW 0(9) (DO NOT PENETRATE AND SILL PLATE •(6) SEE NOTE K8) PAST FLUSH) •(S) 8d AT io" O.C. 5/8" DIA. x lm" ANCHOR BOLTS SWl 1/16" 055 (12" O.G. AT FIELD) i6d AT roll O.G. A35 AT 16" O.G. �� AT 48 O.G. HOLDOWN SCHEDULE ° � �6+6 O L/O O / / (SIMPSON, UN.O.) SEE NOTE .(1,3,4) MARK HOLDOWN SCHEDULE ° � �6+6 O L/O O / / (SIMPSON, UN.O.) SEE NOTE .(1,3,4) MARK HOLDDOWN/STRAP FRAMING ANCHORAGE FOUNDATION ANCHORAGE • (1) (2) - STUDS MIN., U.N.O. • ft) (�F) T-1 STHD14/14RJ (38)/(30) trod N/A - 16d SINKERS TO EACH T-2 CO GTED ELEMENT N/A T-1 (16) loci x 1 1/2" ALT. HTT4 5/5" DIAM. THREADED ROD 12" EMBED. IN ET -HP EPDXY N O w W J ZP J 0� W U� 3: W w Q Z Ln �. ( V Li Z Ln 0.) � Q N � J J. Q z �� Lu 11111111111111111111 —mow Ln I Z Ln Z I , J 00 w - ry , O 00 � "..,a (� o cm MO W CD w0 :3 Illi- > 2: c �►° 0 .. CO ..J oz c\I a_ rn0 N O cm JMuj UPPER ROOF FRAMING PLAN PROJECT NO. : DESIGN : DGW DRAWN :DGW ISSUE DATE : 04/02/13 LATEST REV. : 05/23/14 2x4 HF NO.2 RAFTERS AND CEILING JOISTS AT 24" O.C. 2x12 HF NO.2 12 4x8 MGLB RIDGE BOARD (FLU 8� 12 �4 -V4) 2x12 HF N RAFT IRS AT 24" O.G. TJI /110 (I I /8") FL OR r- JOISTS ATI I&" OXII �122 SHOWER BATH 5V Q 3 1/8"x12" GLB (24F-V4) •3 1/2 "xll -1/8" 2.0E. PSL (FLUSH FRAME) 3 1/8"x12" GLB (24F-V4) 4" CONCRETE SLAB ON ro MIL BLACK VAPOR BARRIER ON 4" OF CLEAN SAND OR GRAVEL (SLOPE 1/4" PER FOOT AWAY FROM HOUSE) (DOWN 12" FROM ENTRY PORCH) COVERED PORCH 3 1/8"A2" -GLB (24F-V4) (HU210-2 HANGER) 12 -3 1/2"Al 1/8" 2.0E PSL (FLUSH FRAME WITH HHUS410 HANGER) EXISTING AND FINISHED GRADE Building Section A A SCALE 5/8" GYPSUM WALL BOARD SIDING PER ELEVATIONS OVER 15 LB. BUILDING PAPER OVER 1/16" APA RATED SHEATHING- 0 VER 2x�o STUDS AT 16"O.C. WITH R-21 INSULATION AND 1/2" GYPSUM WALL BOARD 2xh SOLE PLATE 1 1/4"xil 7/8" TIMBERSTRAND RIM JOIST DOUBLE 2x6 TOP PLATE' 3/4" T/G APA RATED SHEATHING — OVER TJI/110 (11 1/8") FLOOR JOISTS AT 16 "O.C. WITH 5/8" G.W.B. 2x6 STUDS AT 16"O.C. WITH R-21 BATT INSULATION 3/4" T/G APA RATED SHEATHING — OVER TJI/210 (9 1/2") FLOOR JOISTS AT 16 "O.C. WITH R-30 BATT INSULATION 11/4"x9 1/2" TIMBERSTRAND RIM JOIST 2x6 PRESSURE TREATED MUD SILL WITH 5/8"x 10" ANCHOR BOLTS AT 40" O.G. AND WITHIN 12" OF ENDS, MINIMUM 1" EMBED. (USE MINIMUM 3"x3"A/4" PLATE—,, WASHERS AT EACH BOLT) EXISTING AND FINISHED GRADE �4 Y- z NO. 4 VERTICAL P BARS AT 1(o "O.C. (ALTER HOOKS) b 411 5�1 4" ROUND DRAIN TILE TO Ia DRAINAGE SYSTEM TYPICAL WALL SCALE: 1/2"=1'-0" �4 r (1) NOA BAR - - TOP AND (2) Dd) NOA BARS BOT.;l (CONTINUOUS) � -' BLACK ro MIL VAPOR—� f4 f4 BARRIER .I, I•' OOTINGS TO REST ON FIRM UNDISTURBED SOIL SECTION 3/4" T/G APA RATED SUBFLOOR TJI BLOCKING TJI FLOOR JOISTS (PER PLAN) WITH BATT INSULATION (PER WALL SECTION) BEAM PER PLAN SIMPSON CCQ44SD52.5 (HDG WITH HDG SCREWS) POST PER PLAN SIMPSON C55044-8D52 (HDG WITH HDG SCREWS) p d d L PER PLAN I_ z ISOLATED FOOTING SCALE P=V-0" 1-1/2" ROUND MIN. CONT. HANDRAIL BALUSTERS TO CONFORM TO IRC R312 2x12 TREAD 2x4 THRUST BLOCK FIRE BLOCKING AT MID -SPAN AND AT WALL ALONG STRINGER BETWEEN STUDS 5/8" TYPE "X" GWB BELOW STAIRS (3) 2x12 STRINGERS TYPICAL INTERIOR STAIR NO SCALE 3 1/8"x12" GLB (24F-V4) (WITH HU212-2 HANGER) 4" CONCRETE SLAB ON 6 MIL BLACK VAPOR BARRIER ON 4" OF CLE SAND OR GRAVEL (SLC 1/4" PER FOOT AWAY FF (DOWN 12" FROM ENTRY 12 HOUSE) ZCH) 12 2x12 HF NO.2 RAFTERS At 24" O.C. �4 r- BATH TJ1/210 (9 1/2") FLOOR JOISTS AT 16" O.C.— GUEST ROOM CRAWLSPACE 2x12 HF NO.2 -RAFTERS AT 24" O,C. h 3 1/8"A13 1/2" GLB (24F-V4) (FLUSH FRAME TOP WITH ECCQ3-49DS2.5 TO POST AT EACH END) TJI/110 (I1 -116") FLOOR JOISTS AT lro" O.C. MASTER BEDROOM 8 I/4"xl4" 2.0E PSL (FLUSH FRAME INTO WALL ABOVDE) 4" CONCRETE SLAB ON 6 MIL BLACK VAPOR BARRIER ON 4" OF CLEAN SAND OR GRAVEL (SLOPE 1/4" PER FOOT AWAY FROM HOUSE) (DOWN 1/4" FROM ADJACENT SUBFLOOR) COVERED .. PORCH 3uilding Section 3-3 SCALE: 1/4" =1'-0" (2) 2x TOP PLATE WINDOW HEADER (IF APPLICABLE) (SEE FRAMING PLAN FOR SIZE) NAIL SHEATHING TO HEADER AT 6" O.C. BOTH WAYS (OR PER SHEAR WALL TABLE) (2) 2x STUDS, NAIL SHEATHING TO EACH STUD ad NAILS AT 6" O.G. (OR PER SHEAR WALL TABLE), AT ALL PLATES, HEADERS, AND STUDS SHEATHING (PER WALL SECTION)— STHD14(RJ) TIE ANCHOR (NAIL t0 BOARD FORM. BEND UP AFTER CONCRETE CURES.) USE (38),(30) trod SINKERS EACH (MINIMUM 1 1/2" EDGE DISTANCE) 2x P.T. PLATE, NAIL SHEATHING TO RIM JOIST AND BOTTOM PLATE - ANCHOR BOLTS PER SHEAR WALL TABLE OR WALL SECTION WITH MINIMUM 7 EMBEDMENT (USE 3"x3"x.229" PLATE WASHERS) FLOOR JOISTS (REFER TO PLAN FORJOIST SIZE AND DIRECTION) ROOFING (PER ELEVATION) OVER ROOFING FELT INTERWOVEN OVER SHEATHING (PER WALL SECTION) OVER ROOF FRAMING (PER PLAN) AT 24" O.C. Ix TRIM 2x BARGE BOARD 2x BLOCKING RAKE (PER ELEVATION) SIDING (PER ELEVATIONS) OVER 15 LB. BUILDING PAPER OVER SHEATHING (PER WALL SECTION) OVER 2x STUDS AT 16" O.C. CABLE END W/SIDING SCALE = 1"=1'-0" FLOOR JOISTS (PARALLEL OR PERPENDICULAR, SEE - FRAMING PLANS) 16d PLATE TO PLA RIM JOIST TYPICAL NAIL SIMPSON LTP5 (OR A35'S ABOVE) 16d PLATE TO PLA FOR SHEAR WALL COMPONENTS SEE FRAMING PLANS A { FIELD NAILING PER SHEAR WALL SCHEDULE 2x6 STUD PANEL EDGE NAILING PER SHEAR WALL SCHEDULE LAP SHEATHING CONTINUOUS ACROSS END STUD OF PERPINDICULAR STUD PANEL EDGE NAILING PER SHEAR WALL SCHEDULE FIELD NAILING PER SHEAR WALL SCHEDULE EXTERIOR WALL SHEATHING — PER SHEAR WALL SCHEDULE SHEARWALL SCALE: P 1 -0 li -3 1/8"x9" GLB (24F/V4) (CCQ3-45052B INVERTED, TO POST) EXISTING AND FINISHED GRA SIMPSON A35 (OR LTP5'S BELOW) f O w W .zlij J C� V) uu W w doo w w °' j z¢�� W DLnzLr) Lj Z J 00 Ld C) 0O �� w V) 1 0 SECTIONS, AND DETAILS PROJECT NO. DESIGN : DGW DRAWN : DGW ISSUE DATE : 04/02/13 LATEST REV. : 05/23/14 A9 FURR OR NOTCH STUDS TO RECEIVE LINING NAILING TO BE A MINIMUM OF 1" ABOVE - FINISHED DAM OR THRESHOLD TILE FLOORING OVER APPROVED LINING OVER SOLIDLY FORMED SUB -BASE with A MIN. 2% SLOPE (1/4" PER 12") - Z m 1 SHOWER PAN DETAIL SCALE: P = 1'-0" APPROVED FLANGED DRAIN GYPSUM WALLBOARD STUD OR SOLID BLOCKING BEHIND WATER HEATER TO PREVENT DAMAGE TO WALL SYSTEM WOOD STUD and 1/4"x2 1/2" LAG BOLT FLEXIBLE WATER CONNECTIONS LISTED and RECOGNIZED SEISMIC STRAPPING EQUALLY SPACED CIRCLING TANK FROM BOTH SIDES PLAN VIEW oil 12f' M*X. 2 SEISMIC STRAPPING FLEXIBLE WATER CONNECTIONS w W Q LISTED AND RECOGNIZED SEISMIC STRAPPING EQUALLY SPACED CIRCLING TANK FROM BOTH SIDES in u.l RAISE PILOT LIGHT OR m 1 IGNITION SOURCE TO 15" MIN. 0 ABOVE FLOOR �-- z Y_ ELEVATION VIEW WATER HEATER SEISIVIIC STRAPPING SCALE: 1/2" = 1'-0" TYPICAL WALL 2x6 SOLE PLATE RIM JOIST R-30 BATT INSULATION WITH MI " NIMUM i AIRSPACE u- TO SOFFITING 2" CONTINUOUS STRIP VENT IN 3/8" R/S PLYWOOD SOFFIT FLOOR VENT DETAIL ' SCALE = P=1'-O" X E 2x SOLID BLOCKING (EXCEPT WHERE ENDS OF JOISTS ARE NAILED TO A HEADER BAND OR RIM JOIST OR TO AN ADJOINING STUD OR BY OTHER APPROVED MEANS) X 21Y N 0 NOTCHES WITHIN 1/3 SPAN EACH END ll m = z NOTCHES NOT C� r N PERMITTED WITHIN THIRD OF SPAN, BUT BORED HOLES BORED HOLES ARE PERMITTED ALSO PERMITTED • ROOFING (PER ELEVATION) OVER ROOFING FELT INTERWOVEN OVER SHEATHING (PER WALL SECTION) OVER ROOF FRAMING (PER PLAN) AT 24" O.G. 1x TRIM 2x BARGE BOARD 2x BLOCKING RAKE (PER ELEVATION) SIDING (PER ELEVATIONS) OVER 15 LB. BUILDING PAPER OVER SHEATHING (PER WALL SECTION) OVER 2x STUDS AT 16" O.C. GABLE END /SIDING SCALE = P = I'-O" d)(L O0 2x6 SOLE PLATE P.T. 2x6 MUD SILL FLOOR JCISTS FINISH GRADE P.T. 2x10 LEDGER BOLTED TO CONCRETE WALL WITH 5/5" DIAM. BOLTS AT I6" O.C. (HDG WIT1- HDG WASHERS) CONCRETE WALL LEDGER DETAIL NO SCALE NOTE: USE LAMINATED GLASS WHERE SKYLIGHTS ARE MORE THAN 165.F. IN AREA OR MORE THAN 12 FEET ABOVE A WALKING SURFACE OR ACCESSIBLE AREA (OTHERWISE SAFETY GLAZING IS ADEQUATE) 2x RAFTERS OR TRUSSES AT 24" O.C. (SEE PLAN) DOUBLE HEADERS AT so SPANS GREATER THAN �ciQ 4' 0" O �� 2x4 LIGHT WELL FRAMING AT 24" O.G. WITH WALL INSULATION (PER WALL SECTION) CEILING INSULATION (PER WALL SECTIOT 2x CEILING JOISTS c TRUSSES AT 24" O.C. SKYLIGHT/LIGHT WELL NO SCALE WALL FRAMING PER PLAN (2)- 04 CONT TOP HORIZONTAL REINFORCEMENT:—\ ° z PER SCHEDULE - VERTICAL REINFORCEMENT: R 1EdISI1=11I _III=III-III_ PER SCHEDULE I II -I II=III-'' -III-II- 8" CONCRETE WALL i (2500psi MIN) � ° U LAP: PER SCHEDULE ca DOWELS W/ STANDARD HOOK 2" CLR- 73 6"MIN EMBED INTO FTG: +- 0 SAME AS VERT REINF SPACING l _ U � TOE BARS: v PER SCHEDULE N w Y_ (1_ 4" SLAB WITH . d 6X6 W1.4 X WIA WWF OR 03 12 "O.C. E.W. ° I111111 ° N w � IIIIIII ° � ° ul 00 00 1W /i" CLR 3" LR. CONCRETE FOOTING (2500 psi MIN) W/ 04 CONT 10"O.C• TO WIDTH 8" HEEL PER SCHEDULEPER SCHED. 4" DIA FTG DRAIN IN GRAVEL POCKET REINFORCEMENT 4 FOOTING SCHEDULE MAX HT. VERT. HORIZ. TOE HEEL FTG. TOE HEEL MIN, BACKFILL REINF. REINF. WIDTH WIDTH THICK. BARS BARS LAP 4'-0" 046 1611O.C. *4 'a 1011O.C. 9" 0" 9" NONE NONE 21" 5'-0-' 104 -a 16"O.C. 04 a 10"O.C. 1'-0" 4" S" NONE NONE 21" 6'-0" 04 im 1411O.C. *4 e 1011O.C. 1'-3" 4" 9" NONE NONE 21" 1'-0" 05 6 14"O.C. 05,9 24"O.C. 1'-(o" 1" 10" NONE NONE 39" 8'-0" *5 a 1011O.C. 05 a 1811O.C. 2'-0" 10" 12" NONE NONE 39" 9'-0" *5 6 9"O.C. 05 6 16"O.C. 2'-0" 1'-4" 12"12'O.C, 04 a 39 10'-0" s v 611O.C. 05 .9 10"O.C. 2'-0" 2'-I" 12" 1 04 Q 61 C. 5"4, 39il GENERAL NOTES, IBC 2003 EDITION: 35 PCF EQUIVILENT FLUID, 2000 PSF SOIL BEARING, 0 PSF SURCHARGE 5 SACK CEMENT PER CUBIC YARD, 2500 PSI MINIMUM COMPRESSIVE STRENGTH, MAXIMUM 6 GALLONS WATER PER SACK GRADE roO STEEL FOR 05 4 LARGER, GRADE 40 STEEL FOR 04 4 SMALLER BACKFILL WITH POUROUS MATERIALf PROVIDE TEMPORARY BRACINGS AS REQ'D UNTIL SLAB IS CONSTRUCTED AND CURED c3 RETAINING WALL DETAIL SCALE: 3/4" = I'-0" KING STUD CONTINUOUS FROM BOTTOM TO TOP PLATES, EACH SIDE OF OPENING (TY ICAL) LSTA30 WITH (22) 10d NAILS (CENTER AT EDGE OF OPENING), HEADER (TYPICAL) (PER PLAN) PANELEDGE NAILING(FULL HE IGH SHEAR/ WALL (PER f BLOC LCH)ST YPICA P \ / \WINDAW / O�Efi�ICIG \ / \ DLAN) If HOLD DOWN HOLD DOWN (PER PLAN) (PER PLAN) SW AROUND OPENING SCALE: 1/2" = 1'-0" PANEL EDGE NAILING PER SHEAR WALL TABLE 16d ATE TO PLATE NAILING PER SHEAR WALL. TABLE -APA TED SHEA RING PER SHE WALL TABLE UPPER, FLOOR FRAMING PER FRA I G PLAN 16d ATE TO PLATE NAILING PER SHEAR wAL TABLE PAN EDGE NAIL G PER SHEAR, WALL TABLE 11 ROOF/FLOOR SHEAR SCALE = P =1' SHEARWALL PER PLAN TIGHT FIT SOLID BLK'G BOUNDARY NAILS PER PLAN ROOF SHEATHING PER PLAN -ROOF FRAMING PER PLAN 2X LEDGER (OR ROOF TRUSS) W/ (2)- 1(od EA STUD TRUSSES OR RAFTERS PARALLEL TO WALL TIGHT FITTING SOLID BLKG BOUNDARY NAILS PER PLAN Ar ROOF -SHEATHING PER PLAN TR USS) PIt E BOUNDARY NAILS PER PLAN ROOF SHEATHING PER PLAN ]I\ROOF FRAMING PER PLAN USS (MONO) —2X LEDGER (OR ROOF TR R PLAN WK2)- 16d EA STUD RAFTERS PERPENDICULAR TO WALL TRUSSES PERPENDICULAR TO WALL LOW ROOF SHEAR TRANSFER SCALE: NONE DOUBLE TOP PLATE (2x6) EXTEND BEAM TO CENTER OF WALL PANEL (3) ROWS OF Sd NAILS AT 3" O.C. PLYWOOD TO BEAM APA RATED SHEATHING PER S.W. SCHEDULE 16" MIN. 3.:lu X (3) 2x STUDS L NAIL SHTG TO EACH STUD � = X0 E m x 8d NAILS AT 3" O.C. STUDS, !Ll TOP PLATE AND BOTTOM Q _ PLATE (TYP.) (2) 2x PLATES HOLDOWN PER PLAN NAIL SHTG TO '`- EACH PLATE DIA. ANCHOR BOLT _ EMBED Ill MIN. �4 8" CONIC STEM WALL — — TOP OF SLAB (2) "4 VERTICAL AT CENTER CONT. FTG. WITH 8" FOOTING HOOK, GRADE 1*4 HORIZ. AT 10" O.C. - CONTINUOUS FOOTING = with (2) 04 TOP and BOTTOM LATERAL WALL 1 DETAIL SCALE: 3/4" = I'-0 " FLOOR SHEATHING FLOOR JOIST Sd PER SHEAR WALL EDGE NAILING SHEAR WALL PER PLAN 10d AT 4" O.C. PLYWOOD TO JOIST BLOCKING DETAIL 1 SCALE: 1" = 1'-0" A35 PER SHEAR WALL SCHEDULE O WLj �zLd .J W W w �zU-) w Z 00 w �z< W Ln z Lo z �I J 00 � �. O 0 (_ WO 0 W i ��3/:� Vn a CD ja N O O cm J 0) W SECTIONS, AND DETAILS PROJECT NO. DESIGN :DGW DRAWN :DGW ISSUE DATE : 04/02/13 LATEST REV. All General Notes. 1.0 GENERAL 3.5 REINFORCING STEEL THESE STRUCTURAL NOTES SUPPLEMENT THE SPECIFICATIONS, ANY DISCREPANCY FOUND AMONG THE DRAWINGS, SPECIFICATIONS, THESE NOTES, AND THE SITE CONDITIONS SHALL BE REPORTED TO THE OWNER, WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING. ANY WORK DONE BY THE CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE CONTRACTOR'S RISK. THE CONTRACTOR SHALL VERIFY AND COORDINATE THE DIMENSIONS AMONG ALL DRAWINGS PRIOR TO PROCEEDING WITH ANY WORK OR FABRICATION. THE CONTRACTOR 15 RESPONSIBLE FOR ALL BRACING AND SHORING DURING CONSTRUCTION. ANY DISCREPANCY BETWEEN THIS NOTE AND OTHER PROVIDED CALCULATIONS OR REPORTS SHALL BE GOVERNED BY THE OTHER CALCULATIONS OR REPORTS. 1.1 CODES DETAIL, FABRICATE AND PLACE PER ACI-315 AND ACI-316. SUPPORT REINFORCEMENT WITH APPROVED CHAIRS, SPACERS, OR TIES. A. STEEL REINFORCEMENT SHALL BE NEW, DEFORMED BILLET STEEL, MEETING ASTM A615, GRADE 60 FOR NOB AND LARGER BARS, EXCEPT AS NOTED± GRADE 40 FOR NO.4 AND SMALLER BARS. SHOP DRAWINGS SHALL BE MARKED ACCORDINGLY AND SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO FABRICATION. GRADE 60 REB,ARS SHALL NOT BE BENT IN FIELD AFTER PLACING. B. REINFORCEMENT IN ALL WALLS, SLABS, AND FOOTINGS SHALL BE CONTINUOUS AROUND CORNERS OR CORNER BARS PROVIDED, BOTH VERTICAL AND HORIZONTAL. ALL METHODS, MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE C. LAPS: ALL TENSION SPLICES ARE ACCORDING TO ACI 318-89, CLASS B REQUIREMENTS OF THE CITY OF EDMONDS AND: 200E INTERNATIONAL RESIDENTIAL AND ,ALL COMPRESSION SPLICES ARE 30 DIAMETERS, UNLESS NOTED CODE (IRC), AS AMENDED AND ADOPTED BY THE CITY OF EDMONDS AND THE OTHERWISE. STATE OF WASHINGTON± A.C.I. 316, A.I.S.C. STH EDITION, AND A.I.T.C. 3RD EDITION. 1.2 DESIGN CRITERIA A. LIVE LOADS ROOF 25 PSF FLOOR RES 40 PSF FLOOR DECKS 40 PSF B. LATERAL LOADS: ALLOW 33-1/3% INCREASE IN STRESSES FOR WIND AND SEISMIC FORCES. LATERAL FORCES ARE TRANSMITTED BY DIAPHRAGM ACTION OF THE FLOORS TO SHEAR WALLS. LOADS ARE THEN TRANSFERRED TO THE FOOTINGS, WHERE ULTIMATE DISPLACEMENT IS RESISTED BY PASSIVE PRESSURE OF EARTH AND SLIDING FRICTION OF EARTH. OVERTURNING IS RESISTED BY THE DEAD LOAD OF THE STRUCTURE. 1. WIND: EXPOSURE B, BASIC WIND SPEED = 85 M.P.H., PER IRC 1.3 SOIL DATA SOIL BEARING AT CONT. SPREAD FOOTINGS = 2000 PSF. ALLOW 33 1/35"o INCREASE FOR LOADS FROM WIND OR SEISMIC ORIGIN. EQUIVALENT FLUID ACTIVE PRESSURE AND PASSIVE PRESSURE ARE 35 PCF AND 300 PCF, RESPECTIVELY. IF SOILS REPORT 15 PROVIDED, THE NUMBERS GIVEN IN THE SOILS REPORT WILL GOVERN OVER THESE. 2.0 SITE WORK 2.1 EXCAVATION EXCAVATE FOR FOOTINGS DOWN TO DEPTH SHOWN ON DRAWINGS OR TO FIRM UNDISTURBED MATERIAL. AREAS OVER -EXCAVATED SHALL BE BACKFILLED WITH LEAN CONCRETE (F'c = 2000 PSI), OR BE STRUCTURALLY FILLED PER SECTION 22 AND SHALL BE AT THE CONTRACTOR'S EXPENSE. REFER TO SOILS REPORT, IF ONE IS PROVIDED, TO VERIFY THIS INFORMATION, IF THE SOILS REPORT DIFFERS, IT WILL GOVERN. 2.2 BACKFILL AND COMPACTION BACKFILL SHALL NOT BE PLACED UNTIL AFTER THE REMOVAL OF ALL FORMS, SCREEDS, OTHER WOOD DEBRIS AND MATERIAL SUBJECT TO ROT OR CORROSION. USE ONLY MATERIALS APPROVED FOR BACKFILL . IN AREAS UNDER SLABS OR FOOTINGS, MATERIAL SHOULD BE GRANULAR IN NATURE, PLACED IN 6-INCH LIFTS AND COMPACTED TO AT LEAST S590 OF MAXIMUM DRY DENSITY AS DETERMINED BY AASHTO COMPACTION TEST, PROCEDURE T-180. THE FILL SHOULD BE LIMITED TO CLEAN, GRANULAR MATERIAL. 3.0 CONCRETE 5 1/2 SACKS OF CONCRETE PER CUBIC YARD 3.1 GENERAL ALL CONCRETE SHALL BE HARD ROCK CONCRETE MEETING REQUIREMENTS FOR "ULTIMATE STRENGTH TYPE CONCRETE", PER ACI 301, "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDING." PROPORTIONING OF INGREDIENTS FOR EACH CONCRETE MIX SHALL BE BY METHOD 2 OR THE ALTERNATE PROCEDURE GIVEN IN ACI 301. PLACE CONCRETE PER ACI-304 AND CONFORM TO ACI-604(30(o) WINTER CONCRETING AND ACI-605(305) FOR HOT WEATHER CONCRETING. CONCRETE SHALL BE PLACED TO AVOID SEGREGATION, HONEYCOMBING OR POCKETS. USE INTERIOR MECHANICAL VIBRATORS WITH '1000 RPM MINIMUM FREQUENCY. DO NOT OVER -VIBRATE. CONCRETE SHALL BE POURED MONOLITHICALLY BETWEEN CONSTRUCTION OR CONTROL JOINTS. PROTECT ALL FRESHLY PLACED CONCRETE FROM PREMATURE DRYING AND EXCESSIVE HOT OR COLD TEMPERATURES FOR SEVEN DAYS AFTER POURING. PROVIDE ENGINEER WITH PROPOSED CONSTRUCTION OR CONTROL JOINT LOCATIONS FOR HIS APPROVAL, OR USE JOINTS AS SHOWN ON THE DRAWINGS. ALL TIES AND ANCHORS SHALL BE CUT OFF FLUSH WITH THE SURFACE± SURFACES WHERE EXPOSED SHALL BE SMOOTH AND FREE FROM IRREGULARITIES. 3.2 STRENGTH TWENTY-EIGHT DAY COMPRESSIVE STRENGTHS SHALL BE: SLABS ON GRADE : 2500 PSI ± MAX SLUMP 3" (UNSUPERVISED) FOOTING AND WALLS: 2500 PSI± MAX SLUMP 4" (UNSUPERVISED) EXPOSED CONCRETE 15 TO COMPLY WITH IBC TABLE le042.2(2). 3000 PSI CONCRETE WITH AIR ENTRAINMENT FOR WEATHERING CONCERNS, WHERE APPLIC- ABLE. (SPECIAL INSPECTION 15 NOT REQUIRED FOR 3000 PSI CONCRETE USED ONLY FOR WEATHERING PURPOSES). THESE SLUMPS MAY BE INCREASED IF A PROPER ADDITION OF POZZOLITH IS ADDED TO ALLOW HIGHER SLUMP AND GREATER WORKABILITY WITHOUT CHANGING THE WATER CONTENT OF THE ORIGINAL MIX DESIGN. PROPORTION MIX ACCORDING TO IRC IS04. 3.3 MATERIAL - CEMENT, WATER & AGGREGATES PER ACI 301 A. CEMENT MUST CONFORM TO ASTM 150, TYPE I OR TYPE II. ENGINEER'S APPROVAL IS REQUIRED FOR USE OF TYPE III CEMENT. B. WATER TO BE CLEAN AND POTABLE. C. COARSE AND FINE AGGREGATES TO CONFORM TO A5TM-C33. 3.4 MATERIALS A. WATER REDUCING ADMIXTURES: MUST CONFORM TO A5TM-C494, POZZOLITH 344N, POZZOLITH 100XR, OR POZOLITH 122HE. POZZOLITH SHALL BE INCORPORATED INTO ALL CONCRETE IN EXACT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS "SYNERGIZED PERFORMANCE SYSTEMS" CONCRETE USING POZZOLITH ADMIXTURES TO PRODUCE FLOWABLE CONCRETE MAY BE USED WITH THE ENGINEER'S APPROVAL. ADMIXTURES AND DOSAGES WILL VARY DEPENDING ON CLIMATIC CONDITIONS AND THE CONTRACTOR'S JOBSITE REQUIREMENTS. MAXIMUM SLUMP FOR "SYNERGIZED PERFORMANCE SYSTEMS" CONCRETE SHALL NOT EXCEED 8". USE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. B. AIR ENTRAINMENT: CONFORM TO ASTM-C260 AND ASTM-C494, M5-AE-10 BY MASTER BUILDER ENTRAIN 5510 +/- Iro AIR BY VOLUME IN ALL EXPOSED CONCRETE. D. TRIM REINFORCING: AROUND ALL OPENINGS SHALL BE A MINIMUM I -NOB TOP AND BOTTOM, EXTENDING 2'-6" BEYOND OPENING AT EACH CORNER SEE TYPICAL DETAILS. E. WELDING: TACK WELDING OF REBAR IS NOT PERMITTED UNLESS CALLED F. MINIMUM REINFORCING: WHERE REINFORCEMENT IS NOT SHOWN ON DRAWINGS, THE "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" (ACI 318-89) SHALL BE REFERRED TO FOR PROPER REINFORCEMENT. G. REBAR COVER: PROVIDE CONCRETE PROTECTION FOR REINFORCEMENT AS FOLLOWS: . 3" CONCRETE DEPOSITED AGAINST EARTH 2" CONCRETE DEPOSITED AGAINST FORMS BUT EXPOSED TO EARTH 1-1/2" TO TIES IN COLUMNS, AND TIED REBAR IN WALLS 1-1/2" FOR BARS IN SLABS ON GROUND 3/4" INTERIOR FACE OF WALLS H. WELDED WIRE FABRIC: ASTM-A185 AND A8TM-A82 4.0 CARPENTRY 4.1 ROUGH CARPENTRY ALL 2x FRAMING LUMBER SHALL BE PER THE TABLE BELOW, UNLESS NOTED OTHERWISE ON THE DRAWINGS (REFER TO SHEARWALL TABLE IF PROVIDED). ALL 2" LUMBER SHALL BE KILN DRIED (KD) OR SURFACE DRIED (5D). EACH PIECE OF LUMBER SHALL BEAR THE STAMP OF THE WEST COAST LUMBER INSPECTION BUREAU SHOWING GRADE MARK OR APPROVED EQUAL. OTHER MATERIALS AS SHOWN BELOW 2x AND 3x STUDS - HEM -FIR -STUD GRADE 2x JOISTS - HEM -FIR NO2 4x4 AND 4x6 COLUMNS - HEM -FIR NO.2 6x HEADERS - HEM -FIR NO.2 4x HEADERS - HEM -FIR NO.2 ALL EXPOSED MATERIALS OR MATERIAL IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. 4.3 CARPENTRY HARDWARE A. BOLTS SHALL BE ASTM A-30-1. B. WASHERS SHALL BE MALLEABLE IRON WASHERS (MIN). C. NAILS SHALL BE COMMON, AMERICAN OR CANADIAN MANUFACTURER ONLY. D. LAG SCREWS, SHEAR PLATES - SEE NATIONAL DESIGN SPECIFICATION. E. ANCHORS AND CONNECTORS SHALL BE SIMPSON, TECO, BOWMAN OR OTHER ICBO APPROVED. F. PROTECTION HARDWARE EXPOSED TO WEATHER OR TO VIEW OR IN UNHEATED PORTION OF BUILDING SHALL BE GALVANIZED. 4.4 MINIMUM NAILING - PER 2009 IRC 4.5 PLYWOOD EACH SHEET SHALL BEAR THE TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION. ALL GRADING SHALL CONFORM TO 1=8 I. USE THICKNESS AND NAILING AS SHOWN ON THE DRAWINGS. ALL PLYWOOD SHALL BE EXPOSURE I. EXCEPT AS OTHERWISE SHOWN OR NOTED, PROVIDE THE FOLLOWING MINIMUM NAILING, PANEL EDGES 86 AT 6" ON CENTER, INTERMEDIATE SUPPORT 8d AT 12" ON CENTER ON ROOF AND WALLS AND 10d AT 6" ON CENTER AT PANEL EDGES AND 10d AT 10" ON CENTER AT INTERMEDIATE SUPPORTS ON FLOORS. 4.6 GLUE -LAMINATED TIMBER ALL STRUCTURAL GLUE -LAMINATED TIMBER, MATERIALS, MANUFACTURE AND QUALITY CONTROL SHALL BE IN CONFORMANCE WITH VOLUNTARY PRODUCT STANDARD P.S.56 "STRUCTURAL GLUED LAMINATED TIMBER", AND ALL MEMBERS SHALL BE MARKED WITH A QUALITY MARK THEREOF. ALL PLIES SHALL BE DOUGLAS FIR COAST REGION. CAMBERS ARE AS SHOWN ON THE DRAWINGS. ALL MEMBERS SHALL BE EITHER COMBINATION 24F-V4 (SIMPLE SPAN) OR 24F-V8 (CANTILEVERED OR CONTINUOUS SPAN) AS APPLICABLE. ALL MEMBERS SHALL BE INDUSTRIAL APPEARANCE AND SHALL BE GLUED WITH WATERPROOF ADHESIVE PER P.S. 56. ARCHES SHALL BE COMBINATION 24F-V8 AND HAVE EXTERIOR GLUE, ARCHITECTURAL GRADE. 5.0 MISCELLANEOUS VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO PROCEEDING. PROVIDE ERECTION BRACING AS NECESSARY UNTIL PERMANENT SUPPORT AND STIFFNESS ARE INSTALLED. REFER TO ARCHITECTURAL PLANS FOR WALL OPENING, ARCHITECTURAL TREATMENT AND DIMENSIONS NOT SHOWN. REFER TO MECHANICAL AND ELECTRICAL PLANS FOR SIZE AND LOCATION OF ALL OPENINGS FOR DUCTS, PIPES, CONDUITS, ETC., NOT SHOWN. 6.0 TABLE OF AREAS NEW LIVING AREA 3,483 SQUARE FEET NEW GARAGE 415 SQUARE FEET NEW PORCH/DECK 634 SQUARE FEET 2009 WASHINGTON STATE ENERGY CODE WINDOWS .30 'U' VALUE OPTION NO. 3 DOORS .20 'U' VALUE GAS FURNACE WITH MIN. 0.95 AFUE AS REQUIRED ENERGY CREDIT NOTE: ALL NEW GLAZING SHALL BE NFRC CERTIFIED. o LLI W� J ZLd J CD Lu Ww Q Z Lo w w F J ZQ� < Lu - = L Z Lr) J 00 w _ O o • • •• 0 uu 0 D LJJ vJ a J � 04O c O cm J C) uj GENERAL NOTES PROJECT NO. DESIGN : DGW DRAWN : DGW ISSUE DATE : 04/02/13 LATEST REV. : C. OTHER ADMIXTURE: NO OTHER ADMIXTURES PERMITTED UNLESS PRIOR APPROVAL 15 GIVEN BY THE ENGINEER Al2 N A permanent certificate, completed by the builder or registered design professional, shall be posted within 3 feet of the electrical panel. The following shall be listed: • building envelope (ceiling/roof, wall, floor, slab) and duct insulation R-values • window U-factors and solar heat gain coefficient (SHGC) • type and efficiency of water heater, heating and cooling equipment • duct leakage rates (including test conditions specified in Section 503.10.2) • building envelop air leakage rates (blower door test) WSEC 105.4 I�Z;-jai, 1-110 ,� :)UUL11 SCALE: 1/4" =1' -0" \orth SCALE: 1/4" =1' -0" Height verification shall be done by the applicant's agent/contractor and observed by the Building Inspector on site. The agent/contractor shall set up the equipment (transitibuilders level), establish the datum point, and the point of average grade. These items must be consistent with the approved plans. If the proposed height of a building (as shown on the plans) is within 12 inches of the maximum height permitted for the zone, an elevation survey is required. An elevation survey consists of three components to be conducted by a licensed surveyor. 1) Prior to construction, the surveyor shall establish average grade as specified in ECDC 21.40.030, and shall establish a reference datum point that will be undisturbed and can be freely accessed. 2) The surveyor shall locate the elevation of the first floor prior to the inspection. 3) A final letter of height confirmation shall be provided upon completion of the structure. 1HVH I IHI I •A residential fire sprinkler system is required. A recommended flow -through design will meet specifications and reduce equipment and continuing maintenance requirements. ECDC 19.05.020C. *Provide a minimum combination water service of one inch (1") meter and one and one half (11/2") Iservice line, or show that domestic and fire protection needs can be met with a smaller service. APPR WED F RE DEP 5 °3 v Elevation Sound/noise originating from temporary construction sites as a result of construction activity are exempt from the noise limits only during the hours of 7:00am to 6:00pm on weekdays and 10:00am and 6:00pm on Saturdays, excluding Sundays and Federal Holidays. At all other times the noise originating from construction sites/activities must comply with the noise limits, unless a variance has been granted. Address numbers (4" min. ht. & '/" min. stroke width) shall be posted to be plainly visible from the street or road fronting the property. IRC R319 Temporary address shall be clearly visible from street during all phases of construction. Failure to properly post house/building numbers may result in no inspection by the City Inspector. FAMIRGY CODE 00M,"°L ANC7 TARGET CALCULm s CEILING: i 'fig WALL:____ - Z FLOOR: R o0 SLABt - ►o GLAZING: j Id' ► S �=�'� �P��Gw� 00%. eL.c Ir Chimneys shall extend at least 2 feet higher than any portion of a building within 10 feet, but shall not be less than 3 feet above the highest point where the chimney passes through the roof. Natural draft appliance vents shall terminate at least 5 feet above the highest connected appliance outlet. Mechanical draft appliance vents shall terminate as follows: • >3 feet horizontally from any portion of the roof • >3 feet above a forced air inlet within 10 feet • >4 feet below, >4 feet horizontally from, or >1 foot above any dwelling door, window or air inlet • >i fPPi tn n" ineirla ,.,.ri,A -r,) walls above grade 3irectly above an oil CITY OF EDMONDS �'UILDING DEPARTMENT V.'ORK f,DDRESS JZ ,✓; n . , diR �- 7 z 7-13 0 9G OFFICIAL PERW Y NWABO! Obtain Electrical Permit from State Labor & Industries .ot lines/buildings building. per manufacturer. IMC 804 z8 :)N D :D SIDING E CITY OF EDMONDS .'DILDING DEPARTMENZ WORK 'J�..., ADDRESS, U NER 4PROVEDDAM— DAM- D.. OFFICIAL ,,Q t MAX. RIDGE: IZS, (TYPICAL) 4.14' I 14' AVG. GRAD 1 ze RESUB JUL -12013 BUILDING DEPARTMENT ITY OF EDMONDS o W W T- _! Z � ..J 0 D W � Ww OzLn . C3 WLn w° Ln w LC) zLr) J 00 LLJ r 00 M (_ ELEVATIONS PROJECT NO. DESIGN : DGW DRAWN :DGW ISSUE DATE : 04/02/13 LATEST REV. : 06/20/13 A2 e z Q N . W KITCHEN JENNAIRE C-203 62 80 IB LAUNDRY NUTONE QT-80 62 80 IB M. BATH NUTONE QT-80 62 80 IB 5ATH 2 NUTONE QT-80 62 80 1.5 BATH 3 NUTONE QT-SO 62 60 1.5 SOURCE SPECIFIC FAN SHCEDULE NO SCALE MANUAL SWITCH > $ \ 24 HOUK TIMER SWITCH -'-- ' DUCT FROM RETURN AIR SIDE OF F.A.U. TO OUTSIDE PER TABLE 3-5 OF WASHINGTON STATE Y VENTILATION AND INDOOR AIR — QUALITY CODE FLOW DAMPER SET TO ALLOW .35 ACH MIN, .5 ACH MAX. CENTRAL FORCED AIR UNIT FAN SUPPLY DUCTS INTILATIO1114fiGRIA 1 SCALE9--"" NO BORED HOLES -MAXIMUM SIZE IN HOLE,60% OF WIDTH 2x4-2.1" (2-1/8") DIA. HOLE 2x6-33" (3-5/169 DIA. HOLE NOTCHES -MAXIMUM DEPTH, 40% OF—\ WIDTH. 2x4-1.4" (1-3/16") DEEP NOTCH 2x(o-2.2" (2-3/16") DEEP NOTCH 5/5" MIN. EDGE DISTANCE STUD * PORTION OF STUD REMAINING AT NOTCHES OR HOLES SHALL BE SOUND WOOD WITHOUT EXCESSIVE STRENGTH -REDUCING PROPERTIES SUCH AS KNOTS, SPLITS, EXCESSIVE SLOPE OF GRAIN, ETC. INTERIOR NONBEARING WALLS NO SCALE BORED HOLES -MAXIMUM SIZE HOLE, OF WIDTH 2x4-1.4" 0-3/8") DIA. HOLE 2x6-2.2" (2-3/16") DIA. HOLE BORED HOLES IN DOUBLE STUDS -MA SIZE IN HOLE IN DOUBBLE STUDS 60% WIDTH. NO MORE THAN TWO ADJOINING DOUBLE STUDS TO BE BORED. 2x4-1.4" (1-3/8") DIA. HOLE 2x6-2.2" (2-3/16") DIA. HOLE NOTCHES -MAXIMUM DEPTH, 2551. OF W11 2x4-.81" (1/8") DEEP NOTCH 2x6-13'i" 11-3/8") DEEP NOTCH WIDTH 5/8" MIN. EDGE DISTANCE STUD EXTERIOR WALLS AND BEARING WALLS 141S s atw ea t PL`& a`D63 y FANCY -CUT / — Al ?--I I I/_I L— eft I1-, I Ir t — — VVL—NI 11 — (TYPICAL) West eva-ion SCALE: 1/4" =1'-O" FANCY -GUT Arn CI t— C�f'11A11_ r rlta� v I vir� VENEER I ast .1evation SCALE: 1/4" = I'-O" ADDITIONAL PLUMBING REQUIREMENTS: • Main building shut-off required on water supply line. UPC 605.2 • Pressure reduction valve on main water supply line required by City code. • Expansion tank required on each hot water tank. UPC 608.3 • Vent hot water tank relief valve directly to the outside. UPC 608.5 • Hot water heater must be seismically anchored or strapped at points within the upper one-third and lower one-third of its vertical dimensions. At the lower point, a minimum distance of 4" must be maintained above the controls with the strapping. UPC 508.2 • All pressure absorbing devices (e.g. air chambers, mechanical devices, hammer arrestors) shall be accessible or installed per manufacturer. UPC 609.10.1 • Minimum 1" air -gap required at dishwasher. UPC TABLES 6-2 & 6-3 • Hose bibs (exterior faucets) are required to have a permanently affixed anti -siphon device installed. UPC 603.4.7 11 be installed and supported per the :i specifications. UPC 402.6 c O LU W U Ww 0 Z LO w Z w 0) < 00 .j � � � Z � J 00 r ne O .. p �mr-,U)� ELEVATIONS, AND DETAILS PROJECT NO. DESIGN : DGW DRAWN :DGW ISSUE DATE : 04/02/13 LATEST REV. STUD PENETRATION NO SCALE 14M 7 26 OF Ellivift0 A3 Ilk main SCALE: 1/4"=1'-m" bevel Floor [Dan 1,129 SQUARE FEET 3,483 SQUARE FEET 93'-8 3/161, 4AY-� � By �,l Vent all plumbing fixtures through the roof per UPC 906.0 or with a loop vent per UPC 909.0. Air admittance valves are not permitted unless first approved by the Building Official under an alternate of or or Lust air ate. ;.2 JUL -1 2013 o W W �zLi J C� U) Uj WW aZLO w w T- oo 0) J �Q o W --�L-()zL0 J L.1 00 U O ( MAIN LEVEL FLOOR PLAN PROJECT NO. DESIGN : DGW DRAWN : DGW ISSUE DATE : 04/02/13 LATEST REV. : 06/20/13 A4 BUILDING DEPARTMENT CITY OF EDMONDS -714 tl- 9 0 561 Access will be required for the whirlpool/jetted tub pump and the tempering valve for all tubs. The tempering valve may also be installed at the water heater. UPC 414 Hot water delivered from public -use lavatories, and all bathtub fillers and showers shall be limited to a maximum temperature of 120 degrees F. (bidets 110 F.). The water heater shall not be considered a control for meeting this provision. UPC 413.1 414.5 416.3 418.0 '-Ou T-S 1/2" 4'-I 1/2" '-6 1/4" 9'-2" 4'- 9 1/2" 5� 20/ 5m 20/ eX 50 5 5m < :: .. ?` .UIN WINDOW S AT :,...... LINE OF ct) PORCH 5EL 916 I k�� :�4x, E111P. SEE 0- 12 "x36 " a' w BIX PEDESTAL F.P. TU5 master bedroom 14.5x17 20'-90" ro'-roll OPEN TO GREAT ROOM 5ELOUJ >` CAR50N MONOXIDE 10 5D <' ALARM PER IRC SECT. aN0 R315.1 3&" RAIL balcony CM 3ro I -ro _ RA L OPENING MAK -UP LINEN -� 28 N I BEN H - a3'-17xbath13 2-i I/2" I e �' '�— I 51� OPEN TO ENTRY 5ELO - - - 2- , closet ! 197 GAS FIREPLACE INSTALL PER MFG. SPECIFICATIONS (DIRECT VENT) r- 93'-6 3/1ro" Elmo 15' -O 1/4" LO 12'-1 1/2" 2,1.-10 25/3 " LINEN r 3'-51/2° bedroom 2 12x12 26 CAR50N MONOXIDE C 2e ALARM PER IRC SECT` R315.1 - SD m b i 26 26 45 7, 4'- 10 1/4" SD DOWN IbXlb X16 16X16 TEMf5K. TEMP. TEMP. I - � 6 I 0 - 2 - E LINE OF 5EL W P R CH ib 1� 16 16 ib 16 — — — — � 2,6 50 TEMP. TEI,1F. TE P. 100 CFM FAN. — — — \ SCALE: 1/4" = I'-0" 32'-1 15/16" Attic access openings are required for buildings with combustible ceiling or roof construction over an area >30 sq. ft. and with a 30" vertical space between ceiling and roof framing members. The rough -framed opening shall be 22"00" and located in a hallway or other readily accessible location. The access cover shall be weather- stripped and insulated to a level equal to the surrounding surfaces. IRC R807.1 WSEC 502.1.4.4 For mechanical access see IRC M1305.1.3. I Smoke alarms shall be installed in each sleeping room, outside of each separate sleeping area in the immediate vicinity of the bedrooms, and on each level (including basements and habitable attics) in new construction and in existing dwellings when alterations, repairs or additions requiring a permit occur. Smoke alarms shall be hard- wired with battery backup, and when more than one smoke alarm is required within an individual dwelling unit, they shall be interconnected. Discuss exceptions to the power source requirements with the Building Inspector. IRC R314 IBC 907.2.11.2 Carbon monoxide alarms shall be installed outside of each separate sleeping area in the immediate vicinity of the bedrooms and on each level in new construction and in existing dwellings when alterations, repairs or additions requiring a permit occur, or when one or more sleeping rooms are added or created. IRC R315 sr, Provide one openable escape window in the basement and �e in each sleeping room meeting all of the following sr,, requirements: • An openable area of not less than 5.7 sq. ft. (5 sq. ft. for grade floor opening) • A minimum clear opening height of 24 inches • A minimum clear opening width of 20 inches � • Finished sill height of not more than 44 inches above — — — 45° — — — — — — — — — — -- — — — — — — — — — — — — — — — — — — — — the finished floor. Escape windows located under decks or porches must have a path 36 inches in height to a yard or court. R310 IBC 1029 The height greatest riser Rye ' I within any flight of stairs WC I or the greatest tread depth 50 within any flight of stairs GFM ��' shall not exceed the FAN,, ' " S;$ smallest by more than 3/8 26 ��41 °r� ': �� i inch. IRC R311.7.4.1 I MC R311.7.4. `1+10 Q IBC 009.4.42 K 11 2_ .. b,,, Handrails and guards must be capable VJ sr�0 s I of resisting a concentrated load of 200 pounds per square foot applied in any ?, I direction at any point along the top. Guard in -fill components must be ,. ',Q I capable of resisting 50 pounds per 26 ,''� \ry h A \� n n m �. .;.::;:. I square foot. 45 11 // .� sr�e e sr, '-81/4" 4'-0" 8'-0" 6'-0" 8'-0" 6'-0" 4'-roll 3'-0" L.- Oi -0" 31_0" 00 14'-0" 14'-0" g'-0" 10'-0" 2'-10 3/4' bevel Floor Plan 1,154 SQUARE FEET C33'-8 3/1ro" Dryer ducts shall terminate outside of the building, 3 ft. from any openings into the building. The termination shall have a backdraft damper and no screen. The dryer duct shall be a minimum .016-in. (27 ga.) thick, a minimum 4 inches in diameter, have a smooth interior finish, have sections joined with the insert end in the direction of airflow without the use of fasteners, be supported at 4 ft. intervals, and secured in place and protected by nail plates that extend 2" above/below bottom/top plates. The joints shall be sealed with UL181A listed mastic or tape. Dryer duct maximum lengths are 25 ft, for electric and 35 ft. for gas with deductions for fittings (or sized/length per manufacturer). If concealed, the equivalent length of the duct shall be permanently labeled or tagged within 6 ft. of the dryer connection. IRC M1502 M1601.4.1 G2439 IMC 504 IFGC 614 2 11/16" 34'-9 111(o" Provide required makeup air in the laundry room. Louvered doors or openings/grilles into other spaces may be used to meet the requirements. Other limitations may arise if a gas dryer is installed. IMC 504.5 G2407.4 G2407.9.1 0 to 1'-3 3/4" RESUB JUL -12013 BUILDING DEPARTMENT CITY OF EDMONDS O W L1J ..J V) LIJ (J7) V-1 w 0 Z dW Z LO 0-) W J�Q�o W Ln Li Z Ln Z O .. 0 0� I LU U C� UJ N ® O Nw0 �... W w CO •J cm c 0) W UPPER LEVEL FLOOR PLAN PROJECT NO. DESIGN :DGW DRAWN : DGW ISSUE DATE : 04/02/13 LATEST REV. : 06/20/13 m a Access shall be provided for all under -floor spaces. Openings through the floor shall be a minimum of 18"x24". The access cover shall be weather-stripped and insulated to a level equal to the surrounding surfaces. Openings through a perimeter wall shall be a minimum of 16"x24". IRC R408.4 WSEC 502.1.4.4 For mechanical access see IRC M1305.1.4. C33'-8 3/16" Joists shall have not less than 1.5 inches bearing on wood or metal and 3 inches on concrete. Joists shall be prevented from rotating at the ends and at intermediate support by approved hangers, 2 inch nominal blocking, or attachment to a rim board. IRC 502.6/502.7 IBC 2308.8 '-0" 5'-0" 19'-0" 20'-(o" 6'-roll V-(o 1/4° 4'-S 1/2" 14'-2 1/2" 4" CONCRIETE SLAB ON 1— I IT T_ F 1_1_� —I F -1 __T I 6 MIL BLACK VAPOR BARRIER ON 4" OF CLEAN SAND OR GRAVEL (SLOPE 1/4" PER FOOT AWAY FROM HOUSE) ((DOWN 1/ " FROM ADJACENT SU OOR) B I AS I I I I I I I OTE: L_ F ELI� 1_06ATIi (22b 1611 C8" I CRE NE F UND TIO NTS y� IN. 0xl IICRAWI.��- ---- PACE A CE S L 6" CONCRETE WALL ON 12"x6" CONCRETE FOOTING (TYPICAL AT PORCH AREAS) STEP CONCRETE ' WALL 9 1/2 I 2x10 P.T. LEDGER WITH 5/8" RND.xro" BOLTS AT troll O.C. ('I/Ail) �J L--- roll CC A 12 "x6" (TYPI, AS I ETE WALL ON 16'-rd" 1 1 1 4'4" I 4 -6" 4'-i "— c�l L J L� JI I I I It JI TE LA K 6 MIL VAF OR �ARFIIIERITHRPUGI 4 - I 8'AC �CONRC�TEP�ALL ON I I "xV CONCRETE 001 ING Joists less than 18" and beams less than 12" to grade and all wood exposed to weather shall be preservative -treated or, naturally resistant to decay. IRC R317 IBC 2304.11 -ol s 514-6T Hardware and fasteners in contact with preservative - treated wood shall be of hot -dipped zinc galvanized steel, stainless steel, silicon bronze or copper. IRC R317.3.1 IBC 2304.9.5.1 32' -1 15/1ro" Soil bearing verification is subject to inspection by the Building Inspector I-OT LINE STAKES MUST prior to the placement of concrete. If the Building Inspector finds that the BE IN PLACE AT TIME OF soils are questionable to support the FOUNDATION INSPECTION specified load bearing pressure, L-__ verification by a geotechnical engineer will be required. If the Building Inspector is unable to verify the setbacks due to topography and/or excavated soil, a survey by a Washington State licensed land it surveyor will be required prior to the foundation wall inspection. ♦------------- ------------------------ ��-1 m I\ ♦ $19 4xI0 4F N .2 5EAM ON 4x4 P.T. IPOSI 6 I I 1 a' < ♦ \ $'S ( x(o AT PLI ES) WIT CG 44 D52 5/ t C 4S (H G W TH T 8ISx110"ORE E AG CTWS; `� / ♦\ / 0,, \1 TJI/210 (9 1/2") FLOOR Q) Nq.4 gARSI EACrH WJ4Y (FYP CAL) ��INP / JOISTS AT 16" O.G. ,,� I < / \ (TYPICAL AT MAIN FLOOR) 4'_ �� 4 -roll 4�_1 ��-3 /4" 3 -3" 13'-3" I '13" / ♦♦ Q I - _ _--_ I -TI I I I— 7 I I —IF F_ L J I I IL J I I L I L ;' J L 2 "x2 "x1 " C NC PA 8 I I I I I 1 1 ITN 2) N .4 AR E H AY ( EE ET IL /A9 --II I I I I L -1 _ _ P VI E 1 /4" 9 1/ " 1.3 LS _ (F U5H FRA E DE SEA _ _ _ _ _ WA-L ND T P ABOVE) - -I - L -II -I 0' �p EP CO C TE - - -� F- C S J ALL 9 1 " —— —I r , r — S IFF E AT - - ALL HANG RS ( 0 JC-JL�L — I 2x10 P.T. LEDGER WITH 5/8" RND xro" BOLTS AT troll O.C. (I/All) ICRETE FOOTING 4" CONCRETE SLAB ON -J AT PORCH AREAS) B (o MIL BLACK VAPOR A9 BARRIER ON 4" OF CLEAN SAND OR GRAVEL (SLOPE 1/4" PER FOOT AWAY FROM HOUSE) (DOWN 12" FROM ENTRY PORCH) IV-0" Foundation Plan IV-(o 1/2" 4" CONCRETE SLAB ON-' 6 MIL BLACK VAPOR BARRIER ON 4" OF CLEAN SAND OR GRAVEL (SLOPE 1/4" PER FOOT AWAY FROM (DOWN 1/4" FROM ADJACEN V-5 1/2° 133'-8 3/16" 45m m N ` \ EP NC TE ♦ �9' AL 91/2' / CK-OUT FOR FURNACE ` ♦ VERIFY OPENING SIZE WITH \ FURNACE CONTRACTOR) \ / 4" CONCRETE SLAB ON \ ♦ ♦\ (o MIL BLACK VAPOR / BARRIER ON 4" OF CLEAN / / \ SAND OR GRAVEL (SLOPE I 3" TO DRIVEWAYXDOWN 1/4" / FROM ADJACENT SUBFLOOR) 5 CO \ RAISE TOPZQF WALL ABOVE \ \ SLAB PER DETAIL 134411 \ 4 /-.24e CO 11/16" I. \ / /11'-3 3/4" Vertical rebar must be hooked and tied in place at time of footing inspection. Maintain minimum 3" clearance to earth, 1-1/2" to formwork for reinforcement, R403.1.3 R404.1.2.3.7.4 r m c� LO RESUB JUL -1 2013 BUILDING DEPARTMENT CITY OF EDMONDS o W LJ CD JzLd J �U) W � Ww �zLO w 00 `.I w °' J�Q�� — D Lo I — z J n 00 Q _ D r11 W FF O o FOUNDATION PLAN PROJECT NO. DESIGN : DGW DRAWN :DGW ISSUE DATE : 04/02/13 LATEST REV. : 06/20/13 A6 FLOOR SHEATHI PER PLAN 86 AT 4" O.G. A35/LPT4 a FLOOR JOIST EACH 2x4 FLAT PER PLAN (3) 16d a EA. 2x4 FLAT MEM. BASE PL. NAI 2x4 FLAT AT 6" O.C. ad PER SHEAR WALL EDGE NAILING SHEAR WALL PER PLAN • SCALE: P = 1'-0" 1 1/2"Al 1/8" 1.5E LSL (FLUSH FRAME) 1 1/2 "x11 1/8" 1.5E LSL (FLUSH FRAME) 1 1/2 "xll 1/8" 1.5E LSL (FLUSH FRAME) Frall I If I Not s I.) ALL ROOF FRAMING TO BE PRE-ENGINEERED ROOF TRUSSES At 24" O.C., UNLESS OTHERWISE NOTED. 2.) ALL EXTERIOR OPENINGS SHALL HAVE 4x8 HF NO.2 HEADERS, UNLESS OTHERWISE NOTED. 3.) ALL FLOOR JOISTS TO BE TJI/110 01 116") AT 16" O.C., UNLESS OTHERWISE NOTED. 3 1/Wx12" GLB (24F-V4) (HU210-2 HANGER) 4.) ALL SHADED AREAS SHALL BE 2x(o HF N0.2 BACKFRAMING AT 24" O.C., (BRACE TO BELOW WHERE SPAN EXCEEDS 1'-0") UNLESS OTHERWISE NOTED. ROOF DIAPHRAGM: FLOOR DIAPHRAGM: 15/32" EXPOSURE 1 APA RATED SHEATHING, 3/4" EXPOSURE 1 APA RATED UNBLOCKED, WITH 86 NAILS AT 6" O.C. AT SHEATHING, UNBLOCKED, WITH SUPPORTED PANEL EDGES AND Sd NAILS 10d NAILS AT 6" O.G. At SUP - AT 12" O.C. AT FIELD. PORTED PANEL EDGES AND 10d NAILS AT 10" O.C. AT FIELD. SCALE: 1/4" = I' -0" Stud wall cavities and spaces between solid floor joists used as air plenums shall not be used as supply air, not be part of a fire -resistance -rated assembly, not convey air from more than one floor level, and must be isolated from adjacent concealed spaces by fire blocking. Underground metal ducts must be protected from corrosion or completely encased in concrete 2 inches thick and sloped to an accessible point for drainage. Joints of ducts shall be sealed by means of tapes, mastics, liquid sealants, gasketing, or other approved closure systems and marked as follows: • Rigid fiberglass closures—181A-P, 181A-M, 181A-H • Flexible closures —181 B-FX, 181 B-M • Metal closures—181B-C Metal ducts shall be fastened with three sheet -metal screws. Ducts shall be leak tested per RS-33 using the maximum leakage rates specified in WSEC Section 503.10.3 unless 1) The air handler and all ducts are located within the conditioned space or 2) Unless the furnace is a nondirect vent type located in an unconditioned space with a maximum of 6 feet of duct in the unconditioned space. All other supply/return ductwork must be located within the conditioned space. SHEARWALL & HOLDOWN NOTES 1) SIMPSON OR EQUAL. LOCATE HOLDDOWN AT EACH END OF SHEARWALL UNLESS OTHERWISE NOTED. INSTALL PER MANUFACTURERS RECOMMENDATIONS FOR FOUNDATION MIN. END DISTANCE AND EMBEDMENT, DEEPEN FOUNDATION AS REQUIRED. 2) CONSTRUCT CRIPPLE WALL SAME AS SHEAR WALL (SW) ABOVE, AND GABLE -END SAME AS 5HEARWALL BELOW. 3) RI=QUIRES 3x OR (2) 2x FOUNDATION SILL PLATES. 4) THREADED ROD AND COUPLER AS REQUIRED. 5) COMMON NAILS, U.N.O.: (8d=0.131"x 2 1/2") (10d=0.148"x 311) (12d=0.I48"x 3 1/4") (16d=0.162"x 3 1/211) (1(od 5INKER=0.148"x3 114"). 6) INSTALL H1 CLIPS ON ALL TRUSSES/RAFTERS OR A35 AT 24" O.C. ON GABLES E RIM JOISTS (OR SOLID BLOCKING) TO TOP PLATE (SILL PLATE AT FOUNDATION) UNO. WHEN SPECIFIED SPACING IS LESS THAN 24" O.C., INSTALL A35'S At ROOF SOLID BLOCKING TO SW TOP PLATE, AND INSTALL H1 OR H2.5 ON ALL TRUSSES/ RAFTERS. LTP4, LTP5 OR LS50 CAN BE SUBSTUTED FOR A35. (SIMPSON OR EQUAL). 1) MIN. 3x OR (2) 2x STUDS LAMINATED WITH (2) 16d NAILS AT 6" O.C. AT ABUTTING PANEL EDGES. 8) ANCHOR BOLTS SHALL BE EMBEDDED AT LEAST 1 INCHES INTO CONCRETE, THERE SHALL BE A MINIMUM OF (2) BOLTS PER PIECE WITH ONE BOLT LOCATED NOT MORE THAN 12 INCHES OR LESS THAN (1) BOLT DIAMETERS FROM EACH END OF THE PIECE. 2x MIN. PRESSURE TREATED PLATE, U.N.O.. g) ALL SHEATHING MUST BE STRUCTURAL I SHEATHING UN.O., IRC M 1601 IMC 602.3 IMC 603 WSEC 503.10.2 SHEAR WALL SCHEDULE suP�-=0rJ � �y c� 4 7 R-Ev's 3 1/8"x'B" GLB (24F-V4) Return air shall be taken from inside the dwelling. Dilution of return air with outdoor air is'permitted. Outdoor and return air shall not be taken from the following: • Closer than 10 feet from a plumbing vent or exhaust fan termination unless the air inlet is 3 feet below. • Where flammable vapors are present; or where less than 10 feet above a public way or driveway; or at grade by a sidewalk, street, alley, or driveway. • A closet, bathroom, toilet room, kitchen, garage, mechanical room, boiler room, furnace room, unconditioned attic, or other dwelling unit. • An area where the inlet is closer than 10 feet from a natural -draft hood appliance or solid -fuel appliance. IRC M 1602 IMC 401 SHEATHING EDGE NAILS MARK SHEATHING - APPLIED TO ALL EDGES BLOCKED BASE PLATE ROOF rO TOP PLATE SILL PLATE ANCHORS WITH K2) 2x HF STUDS AT 16" O.C. (DO NOT PENETRATE NAILING •(b) FLOOR TO TOP PLATE 3"x3"xl/4" WASHERS U.N.O. BELOW *(9) PAST FLUSH) +($) AND SILL PLATE 0(6) SEE NOTE •(8) SW1 1/16" OSB 86 AT 6" O.C. (12" O.C. AT FIELD) 16d AT 6" O.C. A35 AT 16" O.C. 5/8" DIA. x 10" ANCHOR BOLTS AT 46" O.G. HOLDOWN SCHEDULE �— — r T _ _� —4x8 HF NO.2 HEADER (ONE PIECE) 6x6 DF NO.1 M tACH LION WITH (2) A35's I� ! IL (TYPICAL-6) V\/al SCALE: 1/4" =1'-0" (SIMPSON, U.N.O.) SEE NOTE :0,34) 6x6 DF NO.1 F HEIGHT FROM TOP HEADER MAIN FLOOR WITH (2) A35's Prior to the framing inspection, the building must be dried in with a minimum of roofing, windows, and siding paper installed. -TJI/110 (11 116") FLOOR JOISTS AT 16" O.G. (TYPICAL AT UPPER FLOOR) 2 GARAGE PLATE HEIGHT 9'-P ABOVE HOUSE MAIN FLOOR MARK HOLDDOWN/STRAP FRAMING ANCHORAGE FOUNDATION ANCHORAGE • (1) (2) - STUDS MIN., U.N.O. • (1) (4) T-1 STPD14/14RJ (38)/(30) 16d N/A (15) - 16d SINKERS TO EACH T-2 MSTC40 CONNECTED ELEMENT N/A RESUB JUL -1 2013 BUILDING DEPARTMENT CITY OF EDMONDS tii (r ryo W W `— .Jz� -J0� W - LLJ �zL0 LLI w Ln °' J �Q< o W — Q L0 Z Ln r— J 00 LiJ — of L7 00�Cf)0 LOWER ROOF/ UPPER FLOOR FRAMING PLAN PROJECT NO. DESIGN : DGW DRAWN : DGW ISSUE DATE : 04/02/13 LATEST REV. : 06/20/13 A7 Fireblocking shall be provided to cut off all concealed draft openings (both vertical and horizontal) and to form an effective fire barrier between stories, and between a top story and the roof space. Fireblocking shall be provided in wood -frame construction in the following locations: 1) In concealed spaces of stud walls and partitions, including furred spaces and parallel rows of studs or staggered studs as follows: 1.1 Vertically at the ceiling and floor levels. 1.2 Horizontally at intervals not exceeding 10 feet. 2) At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. 3) In concealed spaces between stair stringers at the top and bottom of the run. 4) At openings around vent, pipes, and ducts at ceiling and floor level, with an approved material to resist the free passage of flame and products of combustion. For additional requirements see IRC 302.11 Fireblocking materials (except for item #4 above) shall consist of the following: 1) Two-inch nominal lumber 2) Two thicknesses of 1-inch nominal lumber with broken lap joints. 3) One thickness of 23/32-inch wood structural panels with joints backed by 23/32-inch wood structural panels. 4) One thickness of 4-inch particleboard with joints backed by %-inch particleboard. 5) One -half -inch gypsum board. 6) One -quarter -inch cement -based millboard. 7) Batts or blankets of mineral wool or glass fiber or other approved materials installed in such a manner as to be securely retained in place. IRC 302.11.1 Note: Batt insulation can be used to meet the 10-foot horizontal fireblocking requirement. Unfaced fiberglass batt insulation used as fireblocking shall fill the entire wall cavity to a minimum height of 16 inches measured vertically, and be tightly packed around any piping, conduit, or similar obstructions. Loose -fill insulation material shall not be used as a fireblock unless specifically tested in the form and manner intended for use to demonstrate its ability to remain in place and to retard the spread of fire and hot gases. MASTER BEDROOM PLATE HEIGHT 10'-0" TOWER PLATE HEIGHT V-1" (WINDOW HEADER AT 8'-111) 1.) ALL ROOF FRAMING TO BE PRE-ENGINEERED ROOF TRUSSES AT 24" O.G., UNLESS OTHERWISE NOTED. 2.) ALL EXTERIOR OPENINGS SHALL HAVE 4x8 HF NO.2 HEADERS, UNLESS OTHERWISE NOTED. 3.) ALL FLOOR JOISTS TO BE TJI/110 (11 1/8") AT 16" O.C., UNLESS OTHERWISE NOTED. 4.) ALL SHADED AREAS SHALL BE 2x(o HF NO2 BACKFRAMING AT 24" O.G., (BRACE TO BELOW WHERE SPAN EXCEEDS T-09 UNLESS OTHERWISE NOTED. ROOF DIAPHRAGM: 15/32" EXPOSURE I APA RATED SHEATHING, UNBLOCKED, WITH 86 NAILS AT 6" O.G. AT SUPPORTED PANEL EDGES AND Sd NAILS AT 12" O.C. AT FIELD. FLOOR DIAPHRAGM: 3/4" EXPOSURE 1 APA RATED SHEATHING, UNBLOCKED, WITH 10d NAILS AT 6" O.C. AT SUP- PORTED PANEL EDGES AND 10d NAILS AT 10" O.G. AT FIELD. SHEARWALL & HOLDOWN NOTES 1) SIMPSON OR EQUAL. LOCATE HOLDDOWN AT EACH END OF SHEARWALL UNLESS OTHERWISE NOTED. INSTALL PER MANUFACTURERS RECOMMENDATIONS FOR FOUNDATION MIN. END DISTANCE AND EMBEDMENT, DEEPEN FOUNDATION AS REQUIRED. 2) CONSTRUCT CRIPPLE WALL SAME AS SHEAR WALL (SW) ABOVE, AND GABLE -END SAME AS SHEARWALL BELOW. 3) REQUIRES 3x OR (2) 2x FOUNDATION SILL PLATES. 4) THREADED ROD AND COUPLER AS REQUIRED. 50 COMMON NAILS, U.N.O.: (S6=0.131"x 2 1/211) (106=0.148"x 3") (126=0.1481Ix 3 1/4") 066=0.162"x 3 1/211) (16d SINKER=0.14&"x3 1/411). SCALE: 1/4" = I' -0" Exterior and bearing wall studs may be notched <25% and bored <40% of the stud width. Non -bearing wall studs may be notched <40% and bored <60% of the stud width. Any bore located <5/8" from the stud face is considered a notch. Rafters and joists may be notched in the outer thirds of the span with a notch depth 1/6t' and a notch width 1/3`d the depth of the member. Rafters and joists may be bored up to 1/3'd the depth of the member no closer than 2" to each edge or to another bore. Top plates notched or bored >50% of the width must have a 16ga. strap, 6 inches past and fastened with 8-10d nails at each side of the opening. IRC R502.8 IRC R602.6 IBC 2309 NOTE: ALL POSTS MINIMUM OF (2) 2x STUDS, UNLESS NOTED OTHERWISE. 6) INSTALL H1 CLIPS ON ALL TRUSSES/RAFTERS OR A35 AT 24" O.C. ON GABLES 4 RIM JOISTS (OR SOLID BLOCKING) TO TOP PLATE (SILL PLATE AT FOUNDATION) UNO. WHEN SPECIFIED SPACING IS LESS THAN 24" O.C., INSTALL A35'5 AT ROOF SOLID BLOCKING TO SW TOP PLATE, AND INSTALL Hi OR H2.5 ON ALL TRUSSES/ RAFTERS. LTP4, LTP5 OR 1_850 CAN BE SUBSTUTED FOR A35. (SIMPSON OR EQUAL). -1) MIN. 3x OR (2) 2x STUDS LAMINATED WITH (2) 166 NAILS AT 6" O.C. AT ABUTTING PANEL EDGES. Attic ventilation openings shall not be less than 1/150 of the area of the space ventilated. It may be reduced ,to 1/300 if at least 50 percent and not more than 80 percent of the required openings are at least 3 feet above the eave vents with the balance provided by the eave vents. The net free cross - ventilation area may also be reduced to 1/300 when a Class I or II vapor barrier is installed on the warm -in - winter side of the ceiling.IRC R806.2 SHEAR WALL SCHEDULE MARK SHEATHING - APPLIED TO SHEATHING EDGE NAILS ALL EDGES BLOCKED BASE PLATE ROOF TO TOP PLATE SILL PLATE ANCHORS WITH K2) 2x HF STUDS AT 16" O.C. (DO NOT PENETRATE NAILING 0(8) FLOOR TO TOP PLATE 3"x3"A/4" WASHERS U.N.O. BELOW •('5) PAST FLUSH) •($) ,AND SILL PLATE •(6) SEE NOTE •(8) 8W1 �/16" OSB 86 AT 6" O.G. (12" O.G. AT FIELD) 166 AT 6" O.G. A35 A- 16" O.C. 5/8" DIA. x 10" ANCHOR BOLTS AT 48" O.C. HOLDOWN SCHEDULE ONE P E E HE DER 6x6 DF NO.1 M LLION5 WITH (2) A35's AGH END) IL JI IL _(TYPICAL-6) VVall SCALE: 1/4" =1'-0" (SIMPSON, U.N.O.) SEE NOTE :0,34) 6x6 DF NO.1 F HEIGHT FROM TOP HEADER MAIN FLOOR I WITH (2) A35's MARK HOLDDOWN/STRAP FRAMING ,ANCHORAGE FOUNDATION ANCHORAGE • (1) (2) - STUDS MIN., U.N.O. • (U (�) T-1 STHD14/14RJ (38)/(30) 16d N/A (18) - 166 SINKERS TO EACH T-2 M5TC40 CONNECTED ELEMENT N/A STS (FULL OTTOM OF OWN TO LE PLATE, AGH END) tl NO W W JzLd J O W 01) W w Q Z Ln V ::D w 00 Jz> < CA o W -- -- = z 1 n J J 00 of O � u UPPER ROOF FRAMING PLAN PROJECT NO. DESIGN : DGW DRAWN : DGW ISSUE DATE : 04/02/13 LATEST REV. : 06/20/13 8) ANCHOR BOLTS SHALL BE EMBEDDED AT LEAST "I INCHES INTO CONCRETE, THERE SHALL BE A MINIMUM OF (2) BOLTS PER PIECE WITH ONE BOLT LOCATED NOT MORE THAN 12 INCHES OR LESS THAN (1) BOLT DIAMETERS FROM EACH END OF THE PIECE. 2x MIN. PRESSURE TREATED PLATE, U.N.O.. 9) ALL SHEATHING MUST BE STRUCTURAL I SHEATHING UN.O- JUL -1 2013 BUILDING DEPARTMENT CITY OF EDMONDS ffe�ftemllh 01 12 8� 12 a4 3 1/8"x12" GLB C24F-V PRE-ENGINEERED ROOF TRUSSES AT 24" 0 C. co TJI /210 (11 /8") FL OR JOISTS AT 16" O.C.- 12 SHOWER BATH sk SV a 3 1/8"A2" GLM (24F-V4) I 3 1/2"Al 1/8" 2.0E PSL (FLUSH FRAME) 3 i/8"A2" GLB (24F-V4) 4" CONCRETE SLAB ON 6 MIL BLACK VAPOR BARRIER ON 4" OF CLEAN SAND OR GRAVEL (SLOPE 1/4" PER FOOT AWAY FROM HOUSE) (DOWN 12" FROM ENTRY PORCH) COVERED PORCH 3 1/8"x12" GLB (24F-V4) (HU210-2 HANGER) 12 3 1/2"xil 'I/8" 2.0E PSL (FLUSH FRAME WITH 14HUS410 HANGER) EXISTING AND FINISHED GRADE Building Section A A SCALE COMPOSITION ROOFING OVER 30 LB. ROOFING FELT (INTERWOVEN) OVER 15/32" APA RATED SHEATHING OVER PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. WITH R-4S INSULATION (AVERAGE) WIND BAFFLE, MIN. 1" CLR VENTED BLOCKING --'�— METAL GUTTER WITH 5/4x6 FASCIA DOUBLE 2x6 TOP PLATE ' WITH Hl CLIP, EACH TRUSS aD SIDING PER ELEVATIONS OVER 15 LB. BUILDING PAPER OVER 1/16" APA RATED SHEATHING OVER 2x6 STUDS AT 16 "O.C. WITH R-21 INSULATION AND 1/2" GYPSUM WALL BOARD 2x6 SOLE PLATE I 1/411xII 1/8" TIMBERSTRAND RIM JOIST DOUBLE 2x6 TOP PLATE 3/4" T/G APA RATED SHEATHING OVER TJI/110 (11 1/6") FLOOR JOISTS AT 16"O.C. WITH 5/6" G.W.B. 2x6 STUDS AT 16"O.C. WITH R-21 BATT INSULATION 3/4" T/G APA RATED SHEATHING OVER TJI/210 (S 1/2") FLOOR �, JOISTS AT 16 "O.C. WITH R-30 BATT INSULATION 1 1/4"x9 1/2" TIMBERSTRAND RIM JOIST 2x6 PRESSURE TREATED MUD SILL WITH 5/6"x 10" ANCHOR BOLTS AT 48" O.G. AND WITPIN 12" OF ENDS, MINIMUM I" EMBED. �� " " (US MIN x (MUM 3 3 xl/4 PLA TE E PL WASHER AT S EACH BOLT) E EXISTING AND - (1) NO.4 BAR - - FINISHED GRADE TOP AND (2) DAD NOA BARS MOT. N� �y (CONTINUOUS) NO. 4 VERTICAL BLACK BARS AT 16°o.C. = 6 MIL VAPOR (ALTER NOOKS) BARRIER A 11 Y [2 11 1 4" ROUND DRAIN TILE TO OOTINGS TO REST ON DRAINAGE SYSTEM 16", FIRM UNDISTURBED SOIL TYPICAL WALL SECTION 3/4" T/G APA RATED SUBFLOOR TJI BLOCKING TJI FLOOR JOISTS (PER PLAN) WITH BATT INSULATION (PER WALL SECTION) BEAM PER PLAN 511~111*60N CCQ445DS2.5 (HDG WITH HDG SCREWS) POST PER PLAN SIMPSON C55044-SD52 (HDG WITH HDG SCREWS) IJ ]7F, PER PLAN L 2;5)ISOLATED FOOTING SCALE d m W S ' z Cq O LE TF � c>J �4 - � N r � 2x12 TREAD- 2x4 THRUST BLOCK\ 4P= 1-1/2" ROUND MIN. CONT. HANDRAIL BALUSTERS TO CONFORM TO IRC R312 5/8" TYPE "X' GWB BELOW STAIRS (3) 2x12 STRINGERS FIRE BLOCKING AT MID -SPAN AND AT WALL ALONG STRINGER BETWEEN STUDS TYPICAL 11-4TERIOR STAIR NO SCALE 12 3 1/8"x12" GLB (24F-V4) (WITH HU212-2 HANGER) 4" CONCRETE SLAB ON- 6 MIL BLACK VAPOR BARRIER ON 4" OF CLEAN SAND OR GRAVEL (SLOP 1/4" PER FOOT AWAY FROtVj HOUSE) (DOWN 12" FROM ENTRY PORCH) PRE-ENGINEEREL ROOF TRUSSES A 24" O.C. BATH TJ1/210 (9 1/211) FLOOR JOISTS AT 16" O.C.— GUEST ROOM CRAWLSPACE Builcing SCALE: 1/4" =1'-0" PRE-ENGINEERED ROOF TRUSSES AT 24" O.G. FLAT TOP CHORD GIRDER TRUSS n 0 GIRDER TRUSS O TJI/210 (11 I/8") FLOOR IT JOISTS AT 16" O.C. MASTER BEDROOM 8 1/4"A4" 2.0E PSL (FLUSH FRAME INTO WALL ABOVDE) 4" CONCRETE SLAB ON 6 MIL BLACK VAPOR BARRIER ON 4" OF CLEAN SAND OR GRAVEL (SLOPE 1/4" PER FOOT AWAY FROM HOUSE) (DOWN 1/4" FROM ADJACENT SUBFLOOR) COVERED .. PORCH EXISTING AND FINISHED GRADE Section B-B VARIES (2) 2x TOP PLATE (S E PL ) WINDOW HEADER CIF APPLICABLE) -- (SEE FRAMING PLAN FOR SIZE) NAIL SHEATHING TO HEADER AT 6" O.G. BOTH WAYS (OR PER SHEAR WALL TABLE) (2) 2x STUDS, NAIL SHEATHING TO EACH STUD 86 NAILS AT 6" O.C. (OR PER SHEAR WALL TABLE), AT ALL PLATES, HEADERS, AND STUDS SHEATHING (PER WALL SECTION) STHD14(RJ) TIE ANCHOR (NAIL TO BOARD FORM. BEND UP AFTER CONCRETE CURES.) USE (38),C30) 16d SINKERS EACH (MINIMUM 1 1/2" EDGE DISTANCE) 2x P.T. PLATE, NAIL SHEATHING (� TO RIM JOIST AND BOTTOM PLATE ANCHOR BOLTS PER SHEAR WALL TABLE OR WALL SECTION WITH MINIMUM I" EMBEDMENT (USE tJ 3"x3"x.229" PLATE WASHERS) FLOOR JOISTS (REFER TO PLAN--= FOR JOIST SIZE AND DIRECTION) LATERAL SHEAR ROOFING (PER ELEVATION) OVER ROOFING FELT INTERWOVEN OVER SHEATHING (PER WALL SECTION) OVER ROOF FRAMING (PER PLAN) AT 24" O.C. Ix TRIM —� 2x BARGE BOARD 2x BLOCKING RAKE (PER ELEVATION) SIDING (PER ELEVATIONS) OVER 15 LB. BUILDING PAPER OVER SHEATHING (PER WALL SECTION) OVER 2x STUDS AT 16" O.G. GABLE Eihm'D W/SIDING SCALE = O FLOOR JOISTS (PARALLEL OR PERPENDICULAR, SEE - FRAMING PLANS) 1(od PLATE TO PLATE RIM JOIST iIMPSON A35 OR LTP5'6 BELOW) TYPICAL NAILING SIMPSON LTPS (OR A35'S ABOVE) 1(od PLATE TO PLATE FOR SHEAR WALL COMPONENTS SEE FRAMING PLANS mi2?%EAR WALL NAILIINIG 0 FIELD NAILING PER SHEAR WALL SCHEDULE 2x6 STUD PANEL EDGE NAILING PER SHEAR WALL SCHEDULE LAP SHEATHING CONTINUOUS ACROSS END STUD OF PERPINDICULAR STUD PANEL EDGE NAILING PER SHEAR WALL SCHEDULE FIELD NAILING PER SHEAR WALL SCHEDULE EXTERIOR WALL SHEATHING — PER SHEAR WALL SCHEDULE 001 SHEARWALL _ L SCALE: 1 - 1, -0 G114 �f CL �e;.i:�l:i cc O_ w Ww JZ� W Ww �zLO w Z w LO 00 Jz<00 L Z Lr) I OC) — a ® W O O SECTIONS, AND DETAILS PROJECT NO. : DESIGN : DGW DRAWN :DGW ISSUE DATE : 04/02/13 LATEST REV. Z 22'-0" TOP OF CONCRETE WALL all CONCRETE WALL ON EVEN WITH SLAB AT FRONT CONCRETE FOOTING PER DETAIL (SEE DETAIL S/A11) J L H STEP TOP OF CONCRETE WALL DOWN WITH GRADE %,_4" CONCRETE SLAB ON 6 MIL BLACK VAPOR BARRIER ON 4" OF CLEAN SAND OR GRAVEL (SLOPE TO DRIVEWAY 3") 8" CONCRETE WALL ON 16"x8" CONCRETE FOOTING RAISE TOP OP WALL ABOVE BLAB PER DETAIL 13/AI1 (TYPICAL-3) FULL HEIGHT 8" CONCRETE WALL ON 20"x10" CONCRETE FOOTING (SEE DETAIL 2/AIO) 8" CONCRETE WALL ON CONCRETE FOOTING PER DETAIL (SEE DETAIL S/All) �-----sun --� ------ 22' -0" ouncation P an SCALE: 1/4" =1'-0" 22'-0" m 3— -------- --� \ /I \ / I \ / I \ / I \ / I \ / I \ / OI \/ = el garage 122x2O / \ I / \ I FULL HEIGHT CONCRETE WALL / \ I / \ I / \I -----------� 22'-0" 0 0 EXISTING FINISH GR I L-------------------------� ast t eeva ion SCALE: 1/4"= I'-0" MAX. RIDGE: 18033' ACTUAL RIDGE: 150.22' 12 SCALE.- 1/4" =1'-O" 6 I— F oor Plan Roof Framin an SCALE: 1/4"=1'-o" 576 SQUARE FEET SCALE: 1/4"=1'-o" 9 IEL AND 54 [CAL NDS) CEDAR SH South elevation Ix TRIM BAND WITH METAL FLASHING HARDIE PANEL AND GATT SIDING (TYPICAL AT GABLE ENDS) METAL GUTTERS 4x CORBELS ON Ix FRIEZE BAND CEDAR SHINGLE SIDING COMPOSITION ROOFING OVER 15 LB. ROOFING FELT OVER 15/32" EXPOSURE 1 APA RATED SHEATHING OVER PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. 2x BLOCKING DOUBLE 2x4 TOP PLATE (HI CLIP EACH TRUSS) METAL - GUTTER 5/4x6 CEDAR FASCIA SIDING PER ELEVATIONS OVER 15 LB. BUILDING PAPER OVER 1/16" APA RATED SHEATHING OVER 2x4 STUDS AT 16 "O.C. 4" CONCRETE SLAB ON 6 MIL BLACK VAPOR BARRIER ON 4" OF CLEAN SAND OR GRAVEL (SLOPE TO DRIVEWAY 311) 2x4 PRESSURE TREATED MUD SILL. WITH 5/8" DIAMETER x 10" ANCHOR BOLTS AT 48" O.G. (MINIMUM "f" EMBEDMENT).(USE MIN. 3"x3"xl/4" (USE MINIMUM 3"x3"xl/4" PLATE WASHERS AT EACH BOLT) (1) NOA BAR TOP AND (2) NOA BOTTOM CONTINUOUS EXISTING AND FINISHED GRADE z N elev ISITION G E BAND AND 3RADE c LE SIDING ation EXISTING GRADE ICAL ROOF ASSEMBLY 2x BLOCKING FOR (3) BAYS WITH loci AT 4" O.C. TO ROOF SHEATHING WHERE TRUSSES ARE PARALLEL TO WALL 5/8"x10" ANCHOR BOLT AT 18"O.C. 4 WITHIN 12" OF END, 0— TREATED 2x6 MUD SILL WITH (2) *4 REBARS FINISHED GRADE 8" CONCRETE WALL WITH DAMPPROOFING 04 REBARS AT 11" O.C. VERTICALLY *14 REBARS AT 10" O.C. HORIZONTALLY 0444" AT 11" O.C. 4" CONCRETE SLAB OVER — 4" CLEAN SAND OR GRAVEL OVER 6 MIL VAPOR BARRIER (3) 1*4 REBARS CONT U FOOTING TO REST ON FIRM UNDISTRUBED SOIL • II II II II _ A35 Al 16'1 A35 AT 241' ' 1 1/2" MIN. 2 1/2" MAX. �w • r' • •' �•1• r •00 • • •�� 3 Li C� o W W � Wz (� LO ■ W W L O Q � Jz W "� 0 U) Z Lo J 00 W ryl--N 0100 m r (_ DETACHED GARAGE PLANS PROJECT NO. ; DESIGN : DGW DRAWN :DGW ISSUE DATE : 04/02/13 LATEST REV. : 06/20/13 7s1' PICAL WALL SECTION CALE: 3/4"_ I -o ESTRAINED WALL SECT. SCALE: 1/2II _ - I —oil f� � JUL -1 2013 BUILDING DEPARTMENT r1 Y OF EnanONDS A10 I cpI r FURR OR NOTCH STUDS TO RECEIVE LINING NAILING TO BE A MINIMUM OF P ABOVE — FINISHED DAM OR THRESHOLD TILE FLOORING OVER APPROVED LINING OVER SOLIDLY FORMED SUS -BASE with A MIN. 2% SLOPE (1/4" PER 1211) APPROVED FLANGED DRAIN SHOWER PAN DETAIL GYPSUM WALLBOARD STUD OR SOLID BLOCKING BEHIND WATER HEATER TO PREVENT DAMAGE 4" MI . TO WALL SYSTEM - 12 ' MAX. WOOD STUD and 1/4"x2 1/2" LAG BOLT FLEXIBLE WATER CONNECTIONS LISTED and RECOGNIZED SEISMIC STRAPPING EQUALLY SPACED CIRCLING TANK FROM BOTH SIDES PLAN VIEW WATER HEATIN"G aEI" IC STRAPPI G CALE: 3/4" = 1'-0" FLEXIBLE WATER CONNECTIONS u w z !X w Q LISTED AND RECOGNIZED m SEISMIC STRAPPING EQUALLY SPACED CIRCLING TANK FROM BOTH SIDES R41SE PILOT LIGHT OR m IGNITION SOURCE TO fall MIN. ABGVE FLOOR i-- F ELEVATION VIEW ro ATER HEATER a3SEISMICSTRAPPI G CALE: 1/2" = 1'-0" TYPICAL WALL 40 2xro SOLE PLATE RIM JOIST R-30 GATT ........................ INSULATION WITH MINIMUM P AIRSPACE TO SOFFITING 2" CONTINUOUS STRIP VENT IN 3/6" R/S PLYWOOD SOFFIT 4 FLOOR VENT DETAIL ' SCALE z0 2x SOLID BLOCKING (EXCEPT lu WHERE ENDS OF JOISTS ARE NAILED TO A HEADER BAND 4 OR RIM JOIST OR TO AN ADJOINING U STUD OR BY OTHER APPROVED MEANS) ►- �X �X 01 OT01i T O M� far m� N? 0 NOTCHES NOT 0 r PERMITTED WITHIN NOTCHES WITHIN THIRD OF SPAN, BUT BORED HOLES ARE BORED HOLES 1/3 SPAN EACH END PERMITTED ALSO PERMITTED ROOFING (PER ELEVATION) OVER ROOFING FELT INTERWOVEN OVER SHEATHING (PER WALL SECTION) OVER ROOF FRAMING (PER PLAN) AT 24" O.G. Ix TRIM 2x BARGE BOARD 2x BLOCKING RAKE (PER ELEVATION) SIDING (PER ELEVATIONS) OVER 15 LB. BUILDING PAPER OVER SHEATHING (PER WALL SECTION) OVER 2x STUDS AT I6" O.C. GABLE END W/SIDING SCALE = 1" =1' -O" NOTE: USE LAMINATED GLASS WHERE SKYLIGHTS ARE MORE THAN 1roS.F. IN AREA OR MORE THAN 12 FEET ABOVE A WALKING SURFACE OR ACCESSIBLE AREA (OTHERWISE SAFETY GLAZING IS ADEQUATE) 2x RAFTERS OR TRUSSES AT 24" O.G. (SEE PLAN) DOUBLE HEADERS AT `SA SPANS GREATER THAN �cR 2x4 LIGHT WELL FRAMING AT 24" O.C. WITH WALL INSULATION (PER WALL SECTION) CEILING INSULATION PER WALL SECT ONX 2x CEILING JOISTS OR-/ TRUSSES AT 24" O.C. SKYLIGHT/LIGHT WELL NO SCALE WALL FRAMING PER PLAN (2)- 04 CONT -a TOP HORIZONTAL REINFORCEMENT: ° z PER SCHEDULE - VERTICAL REINFORCEMENT: 1I =III-II5III=1 PER SCHEDULE III -I II -III- '' —III—I i '— 6" CONCRETE WALL ° 4 i (2500pal MIN) a U LAP: PER SCHEDULE DOWELS W/ STANDARD HOOK �2- CLR. C 6"MIN EMBED INTO FTG: SAME AS VERT REINF SPACING . _ U TOE BARS: PER SCHEDULE w(L ° CLR 4" SLAB WITH • Xq roXro WIA X WIA WWF OR E 03 a 12 "O.C. E.W. a III�III ° ° III1111 J a 0 0 Ilo ° N a. 4 o III Ru u- IL CONCRETE FOOTING (2500 pal MIN) W/ 04 CONT 6 10"O.C. TOE WIDTH 8" HE PER SCHEDUL .00 PER SCHED. 4" DIA FTG DRAIN IN GRAVEL POCKET REINFORCEMENT E FOOTING SCHEDULE MAX HT. VERT. HORIZ. TOE HEEL FTG. TOE HEEL MIN. BACKFILL REINF. REINF. WIDTH WIDTH THICK. BARS BARS LAP 4'-0" 1*4 a lro"O.C. *4 0 10"O.C. 9" 0" 9" NONE NONE 21" 5'-0" 04 m Iro"O.C. #4 a 10"O.C. 1'-0" 4" 9" NONE NONE 21" ro'-0" 04 'm 14"O.C. 04 om 10"O.C. 1'-3" 4" 9" NONE NONE 21" 14"O.C. *5 o 24"O.C. 1'-roll ill 10" NONE NONE 39" 8'-0" S 6 10"O.C. w 6 18"O.C. V-0" loll 12" NONE NONE 39" 9'-o" 05 a 9"O.C. 056 iro"O.C. 2'-0" 1'-4" 12" 04 16 OG. 124 im 39" 2' - 0" 2' - I " 12" 16' O G. 5 "O.C. 39" GENERAL NOTES, IBC 2003 EDITION: 35 PCF EQUIVILENT FLUID, 2000 PSF SOIL BEARING, 0 PSF SURCHARGE 5 SACK CEMENT PER CUBIC YARD, 2500 PSI MINIMUM COMPRESSIVE STRENGTH, MAXIMUM ro GALLONS WATER PER SACK GRADE 60 STEEL FOR "5 8 LARGER, GRADE 40 STEEL FOR 04 4 SMALLER BACKFILL WITH POUROUS MATERIALt PROVIDE TEMPORARY BRACINGS AS REQ'D UNTIL SLAB IS CONSTRUCTED AND CURED veET I I G ALL DETAIL eCALE.: 3/4" = 1'-0" KING STUD CONTINUOUS FROM BOTTOM TO TOP PLATES, EACH SIDE OF OPENING (TY ICAL) I-STA30 WITH (22) 106 NAILS (CENTER AT EDGE OF OPENING), HEADER (TYPICAL) (PER PLAN) PANELEDGE-4\ NAILING) HEIGHST HE SHEAR\ WALL (PER BLOC EACH YPICA P , WINDD 'Lu ONICIG \ (FULL AN)'I-, * L �- HOLD DOWN HOLD DOWN —� (PER PLAN) (PER PLAN) S AROU D OPEHI G SCALE: 1/2" = 1'-0" PANEL EDGE NAILING PER SHEAR WALL TABLE trod PLATE TO PLATS NAILING PER SHEAR WALL. TABLE APA RATED SHE HIND PER SHEAR WALL TABLE UPPER FLOOR FRAMING PER FRAMING PLAN trod ATE TO PLAT! NAILING PER SHEAR WALL. TABLE PAN EDGE NAIL G PER SHE WALL TABLE ROOF/FLOOR SHEAR SHEARWALL PER PLAN �--TIGHT FIT SOLID BLK'G BOUNDARY NAILS PER PLAN /—ROOF SHEATHING PER PLAN Q(RO :2X OF FRAMING PER PLAN LEDGER (OR ROOF TRUSS) W/ (2)- 16d EA STUD TRUSSES OR RAFTERS PARALLEL TO WALL v_; TIGHT FITTING SOLID BLKG BOUNDARY NAILS BOUNDARY NAILS PER PLAN PER PLAN ROOF SHEATHING PER PLAN ROOF SHEATHING PER PLAN ROOF FRAMING PER PLAN TRUSS (MONO) 2X LEDGER (OR ROOF TRUSS) PER PLAN WK2)- 16d EA STUD . RAFTERS PERPENDICULAR TO WALL TRUSSES PERPENDICULAR TO WALL "T ROOF�OW SHEAR TRANSFER : NONE DOUBLE TOP 16" MIN. PLATE (2xro) EXTEND BEAM TO CENTER OF WALL- PANEL z (3) ROWS OF ad NAILS iu AT 3" O.C. PLYWOOD TO BEAM X (3) 2x STUDS L � NAISHTG TO L APA RATED SHEATHING It EACH STUD PER S.W. SCHEDULE m x � = Sd NAILS AT 3" O.C. STUDS, 4 0 lu TOP PLATE AND BOTTOM _0 F = PLATE (TYP.) 9 (2) 2x PLATES HOLDOWN PER PLAN NAIL SHTG TO EACH PLATE (1) 5/8" DIA. ANCHOR BOLT EMBED i" MIN. �9 8" CONC STEM WALL— — `t TOP OF SLAB (2)4 VERTICAL AT CENTER CONE. FTG. WITH 8" FOOTING HOOK, GRADE *4 HORIZ. AT 10" O.C. - - - CONTINUOUS FOOTING = with (2) 04 TOP and BOTTOM St LATERAL ALL DETAIL SCALD: 3/4"_ - 1' -0ll FLOOR SHEATHING FLOOR JOIST ad PER SHEAR WALL EDGE NAILING SHEAR WALL PER PLAN 10d AT 4" O.G. PLYWOOD TO JOIST EiiBLOCKIINIG DETAIL I I 0 A35 PER SHEAR WALL SCWF-DULE i:IlY OF Ef?CsiL1NDS Cc cl:� O W W �zLJ t w Z � V z � w ZQ� W L Ld z Lc) J 00 w ry0 o m� U� SECTIONS, AND DETAILS PROJECT NO. : DESIGN : DGW DRAWN :DGW ISSUE DATE : 04/02/13 LATEST REV. : All General Notes. 1.0 GENERAL THESE STRUCTURAL NOTES SUPPLEMENT THE SPECIFICATIONS, ANY DISCREPANCY FOUND AMONG THE DRAWINGS, SPECIFICATIONS, THESE NOTES, AND THE SITE CONDITIONS SHALL BE REPORTED TO THE OWNER, WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING. ANY WORK DONE BY THE CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE CONTRACTOR'S RISK. THE CONTRACTOR SHALL VERIFY AND COORDINATE THE DIMENSIONS AMONG ALL DRAWINGS PRIOR TO PROCEEDING WITH ANY WORK OR FABRICATION. THE CONTRACTOR IS RESPONSIBLE FOR ALL BRACING AND SHORING DURING CONSTRUCTION. ANY DISCREPANCY BETWEEN THIS NOTE AND OTHER PROVIDED CALCULATIONS OR REPORTS SHALL BE GOVERNED BY THE OTHER CALCULATIONS OR REPORTS. 1.1 CODES ALL METHODS, MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS OF THE CITY OF EDMONDS AND: 200E INTERNATIONAL RESIDENTIAL CODE (IRC), AS AMENDED AND ADOPTED BY THE CITY OF EDMONDS AND THE STATE OF WASHINGTON± A.G.I. 315, A.I.S.C. STH EDITION, AND A.I.T.C. 3RO EDITION. 1.2 DESIGN CRITERIA A. LIVE LOADS ROOF 25 PSI - FLOOR RES 40 PSF FLOOR DECKS 40 PSF B. LATERAL LOADS: ALLOW 33-1/3io INCREASE IN STRESSES FOR WIND AND SEISMIC FORCES. LATERAL FORCES ARE TRANSMITTED BY DIAPHRAGM ACTION OF THE FLOORS TO SHEAR WALLS. LOADS ARE THEN TRANSFERRED TO THE FOOTINGS, WHERE ULTIMATE DISPLACEMENT IS RESISTED BY PASSIVE PRESSURE OF EARTH AND SLIDING FRICTION OF EARTH, OVERTURNING IS RESISTED BY THE DEAD LOAD OF THE STRUCTURE. WIND: EXPOSURE B, BASIC WIND SPEED = 85 M.P.N., PER IRC 1.3 SOIL DATA SOIL BEARING AT CONT. SPREAD FOOTINGS = 2000 PSF, ALLOW 33 1/3% INCREASE FOR LOADS FROM WIND OR SEISMIC ORIGIN, EQUIVALENT FLUID ACTIVE PRESSURE AND PASSIVE PRESSURE ARE 35 PCF AND 300 PCF, RESPECTIVELY. IF SOILS REPORT IS PROVIDED, THE NUMBERS GIVEN IN THE SOILS REPORT WILL GOVERN OVER THESE. 2.0 SITE WORK 2.1 EXCAVATION EXCAVATE FOR FOOTINGS DOWN TO DEPTH SHOWN ON DRAWINGS OR TO FIRM UNDISTURBED MATERIAL. AREAS OVER -EXCAVATED SHALL BE BACKFILLED WITH LEAN CONCRETE (f'c = 2000 PSI), OR BE STRUCTURALLY FILLED PER SECTION 2.2 AND SHALL BE AT THE CONTRACTOR'S EXPENSE. REFER TO SOILS REPORT, IF ONE IS PROVIDED, TO VERIFY THIS INFORMATION, IF THE SOILS REPORT DIFFERS, IT WILL GOVERN. 2.2 BACKFILL AND COMPACTION BACKFILL SHALL NOT BE PLACED UNTIL AFTER THE REMOVAL OF ALL FORMS, SCREEDS, OTHER WOOD DEBRIS AND MATERIAL SUBJECT TO ROT OR CORROSION. USE ONLY MATERIALS APPROVED FOR BACKFILL . IN AREAS UNDER SLABS OR FOOTINGS, MATERIAL SHOULD BE GRANULAR IN NATURE, PLACED IN 6-INCH LIFTS AND COMPACTED TO AT LEAST S5% OF MAXIMUM DRY DENSITY AS DETERMINED BY AASHTO COMPACTION TEST, PROCEDURE T-160. THE FILL SHOULD BE LIMITED TO CLEAN, GRANULAR MATERIAL. 3.0 CONCRETE 5 1/2 SACKS OF CONCRETE PER CUBIC YARD 3.1 GENERAL ALL CONCRETE SHALL BE HARD ROCK CONCRETE MEETING REQUIREMENTS FOR "ULTIMATE STRENGTH TYPE CONCRETE", PER ACI 301, "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDING." PROPORTIONING OF INGREDIENTS FOR EACH CONCRETE MIX SHALL BE BY METHOD 2 OR THE ALTERNATE PROCEDURE GIVEN IN ACI 301. PLACE CONCRETE PER ACI-304 AND CONFORM TO ACI-604(306) WINTER CONCRETING AND ACI-605(305) FOR HOT WEATHER CONCRETING. CONCRETE SHALL BE PLACED TO AVOID SEGREGATION, HONEYCOMBING OR POCKETS. USE INTERIOR MECHANICAL VIBRATORS WITH 1000 RPM MINIMUM FREQUENCY. DO NOT OVER -VIBRATE. CONCRETE SHALL BE POURED MONOLITHICALLY BETWEEN CONSTRUCTION OR CONTROL JOINTS. PROTECT ALL FRESHLY PLACED CONCRETE FROM PREMATURE DRYING AND EXCESSIVE HOT OR COLD TEMPERATURES FOR SEVEN DAYS AFTER POURING. PROVIDE ENGINEER WITH PROPOSED CONSTRUCTION OR CONTROL JOINT LOCATIONS FOR HIS APPROVAL, OR USE JOINTS AS SHOWN ON THE DRAWINGS. ALL TIES AND ANCHORS SHALL BE CUT OFF FLUSH WITH THE SURFACE± SURFACES WHERE EXPOSED SHALL BE SMOOTH AND FREE FROM IRREGULARITIES. 3.2 STRENGTH TWENTY-EIGHT DAY COMPRESSIVE STRENGTHS SHALL BE: SLABS ON GRADE : 2500 PSI± MAX SLUMP 3" (UNSUPERVISED) FOOTING AND WALLS: 2500 PSI± MAX SLUMP 4" (UNSUPERVISED) EXPOSED CONCRETE IS TO COMPLY WITH 15C TABLE IS042.2(2). 3000 PSI CONCRETE WITH AIR ENTRAINMENT FOR WEATHERING CONCERNS, WHERE APPLIC- ABLE. (SPECIAL INSPECTION IS NOT REQUIRED FOR 3000 PSI CONCRETE USED ONLY FOR WEATHERING PURPOSES). THESE SLUMPS MAY BE INCREASED IF A PROPER ADDITION OF POZZOLITH IS ADDED TO ALLOW HIGHER SLUMP AND GREATER WORKABILITY WITHOUT CHANGING THE WATER CONTENT OF THE ORIGINAL MIX DESIGN. PROPORTION MIX ACCORDING TO IRC 1904. 3.3 MATERIAL - CEMENT, WATER & AGGREGATES PER ACI 301 A. CEMENT MUST CONFORM TO ASTM 150, TYPE I OR TYPE II. ENGINEER'S APPROVAL IS REQUIRED FOR USE OF TYPE III CEMENT. B. WATER TO BE CLEAN AND POTABLE. C. COARSE AND FINE AGGREGATES TO CONFORM TO ASTM-C33. 3.4 MATERIALS A. WATER REDUCING ADMIXTURES: MUST CONFORM TO ASTM-C494, POZZOLITH 344N, POZZOLITH IOOXR, OR POZOLITH 122HE. POZZOLITH SHALL BE INCORPORATED INTO ALL CONCRETE IN EXACT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS "SYNERGIZED PERFORMANCE SYSTEMS" CONCRETE USING POZZOLITH ADMIXTURES TO PRODUCE FLOWABLE CONCRETE MAY BE USED WITH THE ENGINEER'S APPROVAL. ADMIXTURES AND DOSAGES WILL VARY DEPENDING ON CLIMATIC CONDITIONS AND THE CONTRACTOR'S JOBSITE REQUIREMENTS. MAXIMUM SLUMP FOR "SYNERGIZED PERFORMANCE SYSTEMS" CONCRETE SHALL NOT EXCEED 8". USE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. B. AIR ENTRAINMENT: CONFORM TO ASTM-C260 AND ASTM-C494, MB-AE-IC BY MASTER BUILDER. ENTRAIN 551. +/- 1% AIR BY VOLUME IN ALL EXPOSED CONCRETE. C. OTHER ADMIXTURE: NO OTHER ADMIXTURES PERMITTED UNLESS PRIOR APPROVAL 18 GIVEN BY THE ENGINEER 3.5 REINFORCING STEEL DETAIL, FABRICATE AND PLACE PER ACI-315 AND ACI-318. SUPPORT REINFORCEMENT WITH APPROVED CHAIRS, SPACERS, OR TIES. A. STEEL REINFORCEMENT SHALT. BE NEW, DEFORMED BILLET STEEL, MEETING ASTM A615, GRADE 60 FOR NOB AND LARGER BARS, EXCEPT AS NOTED± GRADE 40 FOR NOA AND SMALLER BARS. SHOP DRAWINGS SHALL BE MARKED ACCORDINGLY AND SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO FABRICATION. GRADE 60 REBARS SHALL NOT BE BENT IN FIELD AFTER PLACING. B. REINFORCEMENT IN ALL WALLS, SLABS, AND FOOTINGS SHALL BE CONTINUOUS AROUND CORNERS OR CORNER BARS PROVIDED, BOTH VERTICAL AND HORIZONTAL. C. LAPS: ALL TENSION SPLICES ARE ACCORDING TO ACI 318-8% CLASS B AND ALL COMPRESSION SPLICES ARE 30 DIAMETERS, UNLESS NOTED OTHERWISE. D. TRIM REINFORCING: AROUND ALL OPENINGS SHALL BE A MINIMUM 1-NOB TOP AND BOTTOM, EXTENDING V-6" BEYOND OPENING AT EACH CORNER SEE TYPICAL DETAILS. E. WELDING: TACK WELDING OF REBAR 16 NOT PERMITTED UNLESS CALLED F. MINIMUM REINFORCING: WHERE REINFORCEMENT IS NOT SHOWN ON DRAWINGS, THE "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" (ACI 318-89) SHALL BE REFERRED TO FOR PROPER REINFORCEMENT. G. REBAR COVER: PROVIDE CONCRETE PROTECTION FOR REINFORCEMENT AS FOLLOWS: 3" CONCRETE DEPOSITED AGAINST EARTH 2" CONCRETE DEPOSITED AGAINST FORMS BUT EXPOSED TO EARTH 1-1/2" TO TIES IN COLUMNS, AND TIED REBAR IN WALLS 1-1/2" FOR BARS IN SLABS ON GROUND 3/4" INTERIOR FACE OF WALLS H. WELDED WIRE FABRIC: ASTM-A185 AND ASTM-482 4.0 CARPENTRY 4.1 ROUGH CARPENTRY ALL 2x FRAMING LUMBER SHALL BE PER THE TABLE BELOW, UNLESS NOTED OTHERWISE ON THE DRAWINGS (REFER TO SHEARWALL TABLE IF PROVIDED). ALL 2" LUMBER SHALL BE KILN DRIED (KD) OR SURFACE DRIED (BID). EACH PIECE OF LUMBER SHALL BEAR THE STAMP OF THE WEST COAST LUMBER INSPECTION BUREAU SHOWING GRADE MARK OR APPROVED EQUAL. OTHER MATERIALS AS SHOWN BELOW 2x AND 3x STUDS - HEM -FIR -STUD GRADE 2x JOISTS - HEM -FIR N0.2 4x4 AND 4x6 COLUMNS - HEM -FIR NO.2 6x HEADERS - HEM -FIR NO.2 4x HEADERS - HEM -FIR NO.2 ALL EXPOSED MATERIALS OR MATERIAL IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. 4.3 CARPENTRY HARDWARE A. BOLTS SHALL BE ASTM A-301. B. WASHERS SHALL BE MALLEABLE IRON WASHERS (MIN). C. NAILS SHALL BE COMMON, AMERICAN OR CANADIAN MANUFACTURER ONLY. D. LAG SCREWS, SHEAR PLATES - SEE NATIONAL DESIGN SPECIFICATION. 12. AN :HORS AND CONNECTORS SHALL BE SIMPSON, TECO, BOWMAN OR OTHER ICED APPROVED. F. PROTECTION HARDWARE EXPOSED TO WEATHER OR TO VIEW OR IN UNHEATED PORTION OF BUILDING SHALL BE GALVANIZED. 4.4 MINIMUM NAILING - PER 2009 IRC 4.5 PLYWOOD EACH SHEET SHALL BEAR THE TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION. ALL GRADING SHALL CONFORM TO PS 1. USE THICKNESS AND NAILING AS SHOWN ON THE DRAWINGS. ALL PLYWOOD SHALL BE EXPOSURE 1. EXCEPT AS OTHERWISE SHOWN OR NOTED, PROVIDE THE FOLLOWING MINIMUM NAILING, PANEL EDGES ad AT 6" ON CENTER, INTERMEDIATE SUPPORT ad AT 12" ON CENTER ON ROOF AND WALLS AND 10d AT 6" ON CENTER AT PANEL EDGES AND 10d AT 10" ON CENTER AT INTERMEDIATE SUPPORTS ON FLOORS. 4.6 GLUE -LAMINATED TIMBER ALL STRUCTURAL GLUE -LAMINATED TIMBER, MATERIALS, MANUFACTURE AND QUALITY CONTROL SHALL BE IN CONFORMANCE WITH VOLUNTARY PRODUCT STANDARD P.S.56 "STRUCTURAL GLUED LAMINATED TIMBER", AND ALL MEMBERS SHALL BE MARKED WITH A QUALITY MARK THEREOF. ALL PLIES I SHALL BE DOUGLAS FIR COAST REGION. CAMBERS ARE AS SHOWN ON THE DRAWINGS. ALL MEMBERS SHALL BE EITHER COMBINATION 24F-V4 (SIMPLE SPAN) OR 24F-V6 (CANTILEVERED OR CONTINUOUS SPAN) AS APPLICABLE. ALL MEMBERS SHALL BE INDUSTRIAL APPEARANCE AND SHALL BE GLUED WITH WATERPROOF ADHESIVE PER P.S. 56. ARCHES SHALL BE COMBINATION 24F-v8 AND HAVE EXTERIOR GLUE, ARCHITECTURAL GRADE. 5.0 MISCELLANEOUS VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO PROCEEDING. PROVIDE ERECTION BRACING AS NECESSARY UNTIL PERMANENT SUPPORT AND STIFFNESS ARE INSTALLED. REFER TO ARCHITECTURAL PLANS FOR WALL OPENING, ARCHITECTURAL TREATMENT AND DIMENSIONS NOT SHOWN. REFER TO �ECHANICAL AND ELECTRICAL PLANS FOR SIZE AND LOCATION OF ALL OPENINGS FOR DUCTS, PIPES, CONDUITS, ETC., NOT SHOWN. 6.0 TABLE OF AREAS uEW LIVING AREA 3,453 SQUARE FEET VEW GARAGE 4*15 SQUARE FEET VEW PORCH/DECK 634 SQUARE FEET 2009 WASHINGTON STATE ENERGY CODE WINDOWS .30 'U' VALUE OPTION NO. 3 DOORS .20 'U' VALUE GAS FURNACE WITH MIN. 0.95 AFUE AS REQUIRED ENERGY CREDIT NOTE: ALL NEW GLAZING SHALL BE NFRC CERTIFIED. :. L i 99.. f irU "( e �l 1;! 0 11J J Z� J U) u W w L0 V w W z¢<� W i�vzLn J 00 -� nt,^ o • c •:0 CC Z Nwo it Z • •` c\l de --_ GENERAL NOTES I PROJECT NO. : DESIGN : DGW DRAWN :DGW ISSUE DATE : 04/02/13 LATEST REV. Al2