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APPROVED BLD PLN FIR BLD2020-0866+NEW-Architectural_Plan+8.23.2020_12.21.17_PMWRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC. PERTAINING TO THE WORK BEFORE PROGEEDIN6. THE OWNER MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND/OR CONDITIONS SHOWN ON THESE DRAWINGS. ANY SUGH VARIATION S++ALL BE RESOLVED BY THE OWNER PRIOR TO PROGEEDIN6 WITH THE WORK, OR THE CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR THE COST TO RECTIFY SAME. Approved. A residential fire sprinkler system is required. A recommended flow -through design will meet specifications and reduce equipment and continuing maintenance requirements. ECDC19.05.020C. Provide a minimum combination water service of one inch (1") meter and one and one half (11/2") service line, or show that domestic and fire protection needs can be met with a smaller service. Approved By Fire DFM17 .8�.�� 10/02/20 APPROVED BY PLANNING Q© SC/��- � .-tip" Dec 04 2020 � I ��: ALL WOOD EXPOSED TO WEATHER SHALL BE PRESSURE TREATED, PAINTED OR CEDAR. CAULK AND SEAL ALL W I NDOW/DOOR AND EXTERIOR EN\/ELOPE PENETRATIONS. GLAZING PER STATE ENERGY GODS. SEPERATE PERMITS ARE REQUIRED FOR FENCES, PLUMBING, MEGHAN I GAL, AND ELEGTRIGAL. . PROTEGTI ON FROM DECAY I S REG2U I RED FOR ALL WOOD SIDING AND WALL FRAMING LESS THAN Z " ABO\/E CONCRETE STEPS, PORCH SLABS, PATIO SLABS, AND SIMILAR HORIZONTAL SURFACES EXPOSED TO THE WEATHER . REFER TO ALL ELEVATIONS FOR TYPICAL NOTES. S.G. = SAFETY GLA55 L�SHf I NO NOTE ALTERNATING EXPOSURE HORZ. S I D I NCB WHERE SHOWN HARD I EPANEL S I D I NC W/ I X2 AT SEAMS AND ZXZ PRE -MADE CORNERS TYPICAL UNLESS NOTED _ OTHER_WISF _ _ _ MAXIMUM HEIGHT ® 4� 1.60' HEIGHT OF STRUCTURE ® 4�0.�✓�✓' IZ �� UPPER FLOOR P.L. Oj I X4 CORNER 0 0 � (V FIN. FLR. UPPER N MAIN FLOOR P.L. V FIN. FLR. MAIN ® 3�17.50' A\/ERAGE EXISTING GRADE � 3�i6.60' PPRO\/ED GORROS I ON -RESISTANT FLASH I NC HALL BE APPLIED SH I NC�LE FASHION I N SUGH A ANNER TO PRE�/ENT ENTRY OF WATER INTO THE ALL GA�/ITY OR PENETRATION OF WATER INTO �E BU I LD I NC STRUCTURAL FRAM I NC COMPONENTS �E FLASH I NC SHALL EXTEND TO THE SURFACE OF -fE EXTERIOR WALL FINISH. APPRO�/ED GORROS I ON ES I STANT FLASH I NC SHALL BE INSTALLED AT THE FOLLOW I NC LOGATI ONS: EXTERIOR WINDOW AND DOOR OPEN I NOS. FLASH I NO AT EXTERIOR WINDOW ND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR ALL FINISH OR TO THE WATER RES I ST I �/E BARRIER FOR SUBSEQUENT RA I NACE . AT THE I NTERSEGTI ON OE GH I MNEYS OR OTHER MASONRY ONSTRUGTI ON WITH FRAME OR STUCCO WALLS UNDER AND AT THE ENDS OE MASONRY, WOOD, OR ETAL GOP I NCS AND SILLS . CONTINUOUSLY ABO\/E ALL PROJECTING WOOD TRIM WHERE EXTERIOR PORCHES, DECKS, OR STAIRS ATTACH � A WALL OR FLOOR ASSEMBLY OE WOOD FRAME ONSTRUGTI ON AT WALL AND ROOF INTERSECTIONS AT BUILT I N GUTTERS HORIZONTAL SIDING TYPICAL BRICK �/ENEER INSTALL PER MFD. SPEC I F I GAT I ONS TREATED PLYWOOD BEHIND ALL AREAS WITH BR I GK ZXIO BARGE BOARD W/ I XS TRIM CABLE ENDS ASPHALT COMP. SHINGLES ON I S�* FELT ��O'I�IT �L���T I Oil SEE GENERAL NOTES SCALE: I/4" = I'-O" OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES ���fi� �L��"�T I Ol�l SEE GENERAL NOTES SCALE: I/4" = I'-O" METAL GUTTER ON 2X8 FASG I A BOARD (S.G.) - - - - - - - - - - - - - - - - ------------------------- ;Special Inspection (SI) report required for the following: .•Monitor &Test Structural Fill Placement and Soil ;Compaction (should this be required for the construction of ;the footings) ;•Observe bearing Capacity at Foundation Location i i ;•Observe Excavation Stability i i i i ;Please provide the SI document to Area Inspector. DEN/GUEST P.L. � i FIN. FLR_MAIN sc�ur�fiZE= �OOT,�G�S M� 11�1 14 � -7 u���� I ��2 TOT�1_ �Ol cf GO��i��D �O i=O fi�G �—+ GO��fi��D 182 ��T I O ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE ADDRESS NOTE: ADDRESS NUMBERS SHALL BE A MINIMUM 4" HIGH WITH A MINIMUM STROKE WIDTH OF I/Z" AND TO BE ON A CONTRASTING BACKGROUND PER I RG S I �i. I IPPER FLOOR P.L. FIN. FLR. UPPER MAIN FLOOR P.L. FIN. FLR. 1 i�i�0`J�OT OO�N.T�OT: D��� l�lO��l�l �-2�— �g2— I O I � City of Edmonds Building Department APPROVED Plans APPROVED PLANS MUST BE ON JOB SITE City Of Edmonds Building Department Work ' NEW SFR Address 7115 174TH ST SW Owner HOME DEVELOPMENT CO Approved Date 10/12/2020 Building Official ; � w• � �� Permit Number BLD2020-0866 �51� REGI ERE ,4 TEGT 6ARY TI-FOMAS NA51-F TATE OF l^lASFiINGTO �� cv ��TT�� �-�-I C/� N N M M O G1 �--+ V U O W �� 2 � rr ^^ JJ � Q � � rV V J �� �' � � � z� �-�-i � �� � M 0 0 O v ■ � � O 0 O date : 4-�O-ZO permit: revisions: drawn by : LMD GheG�ed by : MWJ I O � RECEIVED Aug 26 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT r WRITTEN DIMENSIONS ON THIS DRAWING SF+ALL HAVE PREGEDENGE OVER SGALED DIMENSIONS. GONTRAGTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC. PERTAINING TO THE WORK BEFORE PROCEEDING. THE OWNER MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND/OR CONDITIONS SHOWN ON THESE DRAWINGS. ANY SUCH VARIATION SHALL BE RESOLVED BY THE OWNER PRIOR TO PROCEEDING WITH THE WORK, OR THE CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR THE COST TO RECTIFY SAME. � I G#-ET �L���T I Oil SEE GENERAL NOTES SCALE: I/4" = I'-O" SEE GENERAL NOTES SCALE: I/4" = I'-O" 2512 REG I RED ,4 TEGT GARY TFiOMAS NASFi TATE OP WASi-IIN6T0 t` r ^ N °O �rvIT,JI 1� N N T �u1 M M O G1 ►--i V U O W Q �� � � Q v� � ►--+ � �� W� U �� W z w C/� M O O O O � N�p� � O date : 4-�O-ZO permit: revisions: drawn by che��cec� �by LMD : MWJ ��--i��T O � RECEIVED Aug 26 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT L r WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PREGEDENGE OVER SGALED DIMENSIONS. GONTRAGTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC. PERTAINING TO THE WORK BEFORE PROCEEDING. THE OWNER MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND/OR CONDITIONS SHOWN ON THESE DRAWINGS. ANY SUCH VARIATION SHALL BE RESOLVED BY THE OWNER PRIOR TO PROCEEDING WITH THE WORK, OR THE CONTRACTOR SFfALL ACCEPT FULL RESPONSIBILITY FOR THE COST TO RECTIFY SAME. L ��� G � • �O'-� �� �i-I/Z" T.J.I. I10 SERIES � Q S � q � 16" O.G. UNLESS � ,0 + p�- .r' � + P` �f'' OTHERWISE NOTED + P' �I''' Z Oj� Q �' p �,� x9, d�,d /h� Q {G' �� Q �' QUO �h o, T,y�,; '� 0 �h � 0 �h S U U I I SJ I '� P1�4�: T�-------- -- �—J PI-4" L— �--------------- T ---T I I I I I ,os, I I r-------- ----� r---------------------� I L 6�S L1 (-J L---J I I 6�ti I I I I I - I I I I -�/4" X I I 0 4" GONG. SLAB ON 2'-I" 5'-O" S'-O" S'-O" B'-O" ✓'-O" TIMBERSTRAND I 4" GRA�/EL FILL ON I LSL I I � COMPACT EARTH — — SLOPE I/4"/FT. I �� ro�� B'_5�� �_I� #4 STUB STEEL � ® l a" O.G. MAX. � � � � � 4X 10 � � � � � � I I D�#� I G1��4J/�ILSP�4G� Q — — 24X24X6 GONG. Z � X'Qd'� I TYPIGAL2) 4*4 E W 6 MIL. BLAGIG VAPOR � I I ��,� 9 � BARRIER TO TOP OF FTC. X �� ���, I I W/ 12" LAP ® ALL SEAMS � v�i Tti�o I I la" MINIMUM GRAWLSPAGE � (� IY — — � S` 12" MINIMUM UNDER BEAMS m i � J I-B/4" X _ TSJ I I � � � � I TIMBERSTRAND — — — — — — — — — — — — — — — — — J I �'_O�, �'_O,� �'_O,� �'_O,� �'_O,� � LSL ��_,,� ,_,,, I I ,` I I �c _ _ _ _ _ ---- ---J -8 I _ 2 I � �—� J � tl �� �—� I �_J �� I I I �� I I �—� I � I I �� I � I I � I �t � J �_J �— I _nJY � I I S A I I � I 4X 10 — / \ INs sEws I } ua I I � � DF#z � � � � � � 0 ---� 0 �c � J � J � � '�. 0 ----------------------- ---- — I -I % o :: � ,�!{,�� , I T, PI-4" T� �� PI-4 ,(� I \/ +� ,Q U \ � I FOUNDATION VENTS - lii (/)�q��1�,�,�Uj I I I �� QP'��f''' �'-II" '-II" �'-II" \ /I I IS"xb" SCREENED � d��Qo�/rj I I I �+ U•�a / I 9 REQUIRED _I > I I I �(/�� � �'-�" 4'-2" 2'-4" 2' O" 11 "I I - I � r J \I`4X10 I 0 I I I I DF#� � � � � � � � � � I = � I I I I � BJcv _ _J L J L_�_J I� 2 m _ � I � L� � # � CAI X� I I I � I I� r � Q m I I 8" GONG. FOUNDATION WALL I � I � I TYf'IGAL Q- I I I I I I Ib"x6" GONT. GONG. FOOTING - SHE?.R NOTE: I HANG FLOOR JOISTS I ('(� I OPP 2X MUDSILL WITH � J IYPIGAL I �D q �D Q SIMPSON Z-MAX HANGERS I +� Pq�. � _I I. �X MATERIAL GAN BE USED FOR � I tp+ � `�� r0+ P � WHERE JOISTS ARE INSIDE THE I m� 4 �' I I I � ALL MUDSILLS I I I �+�(�.�D��' �+'hU,���' FOUNDATION WALL I ��+�(/•�D� � I � 2. SET A DOUBLE 2X STUD BEHIND N I I '�UO`��h �UO`,'b I UO � � � I I / E�/ERY STHD14 HOEDOWN GALLED OUT ``11 `1 ON THE FOUNDATION PLAN. SET HOEDOWN J L �` � J 2'-I" I I/2" MINIMUM AWAY FROM WALL CORNERS, r r — — — � WINDOW AND DOOR HEADERS. IT IS IMPORTANT I I I I I THAT THE FOUNDATION CONTRACTOR HAS THE � D� O � — � � I I 4" GONG. SLAB ON — — � — I MAIN FLOOR PLAN SHEET TO PROPERLY S 4" GRANULAR BED I — — — LAYOUT HOEDOWNS. I I I � %�. — � � � J �. A MST48 STRAP WITH (2) I /2 " BOLTS INTO L J L — � ON TAMPED GRADE L J —6-�5 SLOPE �" TO O.H. DR. THE FOUNDATION IS A PROPER FIX FOR � I- I I �-6ii 6 � � I- = 4" GONG. SLAB ON I cJ'-Z" 4'-a" A MISPLACED STHD14 HOEDOWN. '� _ O 4^ GRAVEL FILL ON I I - I I COMPACT EARTH I - '� I SLOPE I/4"/FT. I 0 I �4 SIVB STEEL NOTES: I I I m I I I�� ® 19" O.G. MAx. I I I I_ �� -I ALL WOOD IN CONTACT WITH CONCRETE I I L-I � L-I I � ----� r SHALL BE PRESSURE TREATED OR CEDAR. I I I � -----� I� P1RORVIAD�SPRAA �L DRAIN ® LOW POINT I I GONT. FOOTING GONT. FOOTING I � � ® O.H. DOOR � O.H. DOOR I 0 ---- ------ ---- SOLID BLOGIGING UNDER ALL BEARING WALLS. I L------------------------------------J I -I � PI-6" � ,��� PI-6" �� x,�S� SLOPE ALL GONG. STOOPS AND/OR PATIOS I EDGE: OF SLAB EDGE OF SLAE3 I IY) ' ' '� �,� �,� \d�'� I/4" PER FOOT AWAY FROM DOORWAYS. v �(�`,��,; �� -- �---------- -- � -- T O� T BEARING WALL ABOVE '� P I -�' `� �c' P I -�' �, ST5' � STU S STU S S✓ B PLAT S ff PLAT S FOUNDATION /ENT CALCULATION 14z� SQUARE FEET - �00 �f \/ENTS REQUIRED ��� SHEAR NOTE: 4.-75 .S-7 SEE SHEET L I FOR SHEAR WALL LOCATIONS, SHEAR WALL NA I L I NCB SCHEDULE, � DETAILS. I-IOLDDOV�IN SGH�DUL� MARK HOEDOWN/ FASTENERS WOOD MEMBER ANCHOR STRAP TH I GKNESS/SPECIES RFQU I RFD T- I STHD 14/I 4 RJ z4- I Fed SINKERS (2) 2X4/2X6 STUDS HF/SPF T-Z MST48 (�4)-16d (2) 2X4/2X6 STUDS HF/SPF T-� MSTA�b (Z6)-IOd (�) 2X4/zX6 STUDS HF/SPF 2 2X4 2X6 STUDS T-4 MSTG48B� (�8)- I Od HF/SPF T-5 HDUB-SDS�.S (ZO) SDS I/4" (2) 2X4/2X6 STUDS 7/8�� ,4NGHOR X �-I/�" HF/SPF BOLT I'-IO�f , ci'-��� moo'-o" Imo'-��� »i �O'-O" OVFR.4LL • �OU�IO�T I Oil ���� SEE GENER?.L NOTES 2512 REGI ERED A TEGT GARY T+-IOMAS NASF+ TATE OP WASHINGTO r ^ N °O rV77J r ^ V J � � T � I� r M V � �° '� U O � � � � ' /� v J .s� � U � C� i—I � W � � U z� W W Q' 0 0 O '� �..� � O 4� �N-N--NI .. � n� W O date : 4-moo-zo permit: rPVISl01'1S: drawn by : LMD checiGed by: MWJ ��--f��T O� RECEIVED Aug 26 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT r WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC. PERTAINING TO THE WORK BEFORE PROCEEDING. THE OWNER MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND/OR CONDITIONS SHOWN ON THESE DRAWINGS. ANY SUCH VARIATION SHALL BE RESOLVED BY THE OWNER PRIOR TO PROCEEDING WITH THE WORK, OR THE CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR THE COST TO RECTIFY SAME. NOTES: ALL EXTERIOR WARM WALLS TO BE 2 X 6 STUDS � 16" O.G. TYPICAL. ALL HEADERS TO BE 4 X 10 DF#2 UNLESS NOTED OTHERWISE. FUR -OUT HEADERS TO MATCH 2 X 6 WALLS. ALL EXTERIOR HEADERS MUST BE INSULATED WITH R-10 INSULATION PER WSEG FOR WINDOWS WITH OPERABLE OPENINGS MORE THAN -i2" ABO�/E THE: FINISHED GRADE OR SURFACE BELOW, THE: LOWEST PART OF THE: GLE:AR OPENING SHALL BE 24" MINIMUM ABOVE THE FLOOR. EXCEPTIONS: FULLY OPEN WINDOWS WHERE A 4" SPHERE MAY NOT PASS THROUGH OR WHERE FALL PROTECTION DE�/IGES ARE PRO�/IDED PER ASTM F 20�10 SOLID BLOCKING UNDER ALL BEARING WALLS. TUB/SHOWER UNITS SHALL HA\/E FIRE BLOCKING BETWEEN WALL STUDS AND WATERPROOF SURROUNDS TO +72" FROM DRAIN. GLAZING, INCLUDING WINDOWS WITHIN +60" OF EDGE OF SHOWER A SHALL BE SAFTEY GLASS. SHOWER -8 FLOW IS LIMITED TO I. -IS GAL/MIN. EXHAUST FANS LARGER THAN SOGFM MAY BE CONNECTED TO 4" SMOOTH WALL /ENT PIPE IF RUNS DO NOT EXCEED 20' IN LENGTH. THE MINIMUM SIZE OF FLEX DUCT IS 5" DIAMETER WITH A MAXIMUM RUN OF IS' COMBUSTION AIR REQUIRED FOR ALL FUEL BURNING APPLIANGE:S LEGEND: - BEARING WALL — — — — — — BEARING ABOVE: FLOOR LINE ABOVE PT. LD. ^,, POINT LOAD ABOVE �, ABA/. c = MULTIPLE 2x STUDS � POINT LOAD I SMOKE DETECTOR O IIOV INTERGONNEGTED W/ BATTERY BACK-UP. PER IRG 514 OCARBON MONOXIDE DETECTOR PER IRG 315 G�R�GE NOTES: I. GARAGE/LI�/ING SEPARATION, USE 5/8" TYPE 'X' GWB AT CEILING/WALL. WRAP POSTS AND BEAMS. 2. INSULATE ALL WARM WALLS AND CEILING. S. DOOR BETWEEN GARAGE AND RESIDENCE SHALL BE I-3/8" MINIMUM THICK SOLID WOOD OR STEEL WITH SOLID OR HONEYCOMB GORE OR 20 MINUTE FIRE RATED EQUIPPED WITH A SELF CLOSING DEVICE. 4. DUCTS IN GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPE:RATING THE RESIDENCE FROM THE GARAGE SHALL BE NO. 26 GAGE SHEET STEEL AND HAVE NO OPENINGS INTO THE GARAGE HE,4TINC� NOTES: + INSTALL PE:R ASHRAE GOA-88 + 18" PLATFORM OF 2 LAYERS 3/4" PLYWOOD (I LAYER IF PLATFORM IS ON SLAB) + SEE HEATING NOTES OPTIONAL NOTES: RAISE ALL PILOTS, BURNERS AND SWITCHES +18" MINIMUM ABOVE SLAB. i= I REPL,4GE NOTE 'O' CLEARANCE FIREPLACE W/ D I REGT /ENT FACTORY BUILT FIREPLACE SHALL BE INSTALLED PER MANUFACTURER'S SPEGIFIGATIONS AND SHALL HAVE APPRO�/AL LABEL ATTACHED 5/a" TYPE "X" GWB TO ROOF SHEATHING FIREPLACES ff STO�lE:S MUST BE D.O.E. APPRO�lED 8 BE TESTED, CERTIFIED 8 LABELED AS SUITABLE FOR USE: DURING A FIRST STAGE: BURN BAN. ��� SHE�4R NOTE: SEE SI-IFFY L I FOR SI-IEP.R WP�LL N�41 L I NG SCHEDULE, � DET?� I LS. I--IOLDDOWN SGI—I�DUL� MARK HOEDOWN/ FASTENERS WOOD MEMBER ANGF-IOR STRAP TH I GKNESS/SPECIES REQU I RPD T- I STHD 14/I 4 RJ Z4- I Fed SINKERS (2) 2X4/2X6 STUDS HP/SPP T-2 MST48 (�4)- I Gd C2) 2X4/2X6 STUDS HP/SPP T-� MSTP�S6 (z�)-IOd (2) 2X4/2X6 STUDS H>=/SP>= Z 2X4 ZX(� STUDS T-4 MSTG48B� (�8)- I Od HP/SPP T-S HDUB-SDSZ.S (ZO) SDS I/4" C2) 2X4/2X6 STUDS �/8�� ,4NGHOR X z-I/z" HP/SPP BOLT 14'-O" ��'-O" -i'-10" �'-10" Z'_4" 8'-�" 14'-O" -7'_O�� 6�_��� 8050 PIG. W/ 6050 I G. W/ 6050 PIG. W/ 8016 XO LDR. 6016 X SLDR. 6016 O SLDR. BLW. BLW. BLW. 12 " ,� � ,� ,� T � � \� � � \� � PI-4" PI-4" PI-4" N III GOV RED III PA 10 GONG DINING BOOM GRE?.T H.s. ROOM H.S. FOR ALL HEADERS, BEAMS, JOISTS, AND POST LOCATIONS, SEE SHEET A-5 4'-O" II'-O " 2'-O" 5'-O" 7'-O" III P,4NTRY I 36" OPEN FURN� l� I RAILING I _ � — � — 2X6 WALL 55-I/2' TALL — — I � � � / 1X i� rw O O � (j � O � O SINK W/ DISP. DW � � N `p I I O c0 Z - K I TGHi=N III � � � un�oot�t I I � 11 ° H.S. P � S III � O 5080 I I m O � GOOKTOP — — — — — — — Ib"x24�" � III � tn1/1 Z B -P,4S5 �/.T.O. 100 GFM as, cE s III Z lL �� J � _ � O � dJOWJ ------- o�EN ------ MICRO O ------ � / � INS B WS 8' 10" I N fVNtl>v P$S O ,C� 0 N - B?`TI-f \m GAS FUELED `� 50 „��,/ �. TANKLESS HOT WATER �0 GFM O O �/TO I I OV S.D. O �\ FOYER z480 / \ 7'-6" 6'-8" H.S. HIGH CEILING 2X6 WALL � P � S dJ 2'�"x3fj� �9 � — — — — � AI�IG I � A�GE"'�s5 CV �--� - INS 8 WS G?�i��.C-�� �080 GONG - B I -P,4SS � � O 6'-10" 6 � I10�/ S.D. III � X GONT. PLYWD. O DEN/ � THRU PART. O � OO � GUST III III LINE OF O.H. DOOR — — — — — — — — — — — LINE OF O.H. DOOR _ _ _ — — — — — — — — — — — — — m W Q CARPET I IN UPRIGHT POSITION I I IN UPRIGHT POSITION II'-O" PLATE IIII I I II'-6" I I I I I I = oR�n IIII IIII � I I I I I I I I I I - GON `� �n m L-I I I ' L-I Q- I I I � I I I I I I I I I �i080 ODOORR�GE � �./PI-6" �,/ PI-6"c,� 16080 O.H. Gf�R�GE DOOR �,� m T ,� T I-3" .� '� PI-3" .� STUD x STU S PLATE ff PLA 5 6060 X SLDR. 16-7 (EGRESS W/ 601 h P I (S. .) PIG. BLW (S.G.) 6016 TR NSOM BOTTOM O TRANSOM � 8'-4" A.F. �O'-O " Fes'-O " 14'-O " m TOP OF WINDOWS �T MAIN FLOOR TO BE ,4T 8'-O" UNLESS OTHERWISE NOTED �� � I� ����� ���I� SEE GENERP.L NOTES SG?.LE: I/4" = I'-O" 251� REGI RE A TEGT GARY THOMAS NASH TATc OF WASHINGTO � ^ V J v N °O N N � T � I� T M ►--+ V U � o �� O W //�� v I --I U � Z � r ^ V J � � � � r^ V J F"�i � '� W � � U � W � W r ^ V J � M 0 0 • O ® V • O ��p��� s�� .. � n� W .0 O date : 4-moo-zo permit: revisions: drawn by : LMD checked by: MWJ ��' i---f � � �T O� RECEIVED Aug 26 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC. PERTAINING TO THE WORK BEFORE PROCEEDING. THE OWNER MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND/OR CONDITIONS SHOWN ON THESE DRAWINGS. ANY SUCH VARIATION SHALL BE RESOLVED BY THE OWNER PRIOR TO PROCEEDING WITH THE WORK, OR THE CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR THE COST TO RECTIFY SAME. A -8 NOTES: ALL EXTERIOR WARM WALLS TO BE 2 X 6 STUDS ® I6" O.G. TYPICAL. ALL HEADERS TO BE 4 X 10 DF#2 UNLESS NOTED OTHERWISE. FUR -OUT HEADERS TO MATCH 2 X 6 WALLS. ALL EXTERIOR HEADERS MUST BE INSULATED WITH R-10 INSULATION PER WSEG FOR WINDOWS WITH OPERABLE OPENINGS MORE THAN 72" ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING SHALL BE 24" MINIMUM ABOVE THE FLOOR. EXCEPTIONS: FULLY OPEN WINDOWS WHERE A 4" SPHERE MAY NOT PASS THROUGH OR WHERE FALL PROTECTION DEVICES ARE PROVIDED PER ASTM F 20G0 SOLID BLOCKING UNDER ALL BEARING WALLS. TUB/SHOWER UNITS SHALL HA�/E FIRE BLOCKING BETWEEN WALL STUDS AND WATERPROOF SURROUNDS TO +'T2" FROM DRAIN. GLAZING, INCLUDING WINDOWS WITHIN +60" OF EDGE OF SHOWER SHALL BE SAFTEY GLASS. SHOWER FLOW IS LIMITED TO I."75 GAL/MIN. EXHAUST FANS LARGER THAN SOGFM MAY BE CONNECTED TO 4" SMOOTH WALL (ENT PIPE IF RUNS DO NOT EXCEED 20' IN LENGTH. THE MINIMUM SIZE OF FLEX DUCT IS S" DIAMETER WITH A MAXIMUM RUN OF IS' COMBUSTION AIR REQUIRED FOR ALL FUEL BURNING APPLIANCES LEC-��ND: BEARING WALL BEARING ABO�/E FLOOR LINE ABO�/E PT. LD. �„ POINT LOAD ABO�(E ABV. ,.c MULTIPLE 2x STUDS ® POINT LOAD SMOKE DETECTOR O I10�/ INTERGONNEGTED W/ BATTERY BACK-UP. PER IRG �14 ALL BUILT UP STUD/ COLUMNS USE 16d NAILS ® 12" O.G. STAGGERED TO ATTACH MEMBERS. NAILING IS TO OGGUR AT THE FAGS OF THE STUD GS16 STRAP BOTH SIDES OF BEAM TYP I GAL AT BEAM TO WALL/POST CONNECT I ONS 0# �Q �/ERIFY DRAIN LOCATIONS FOR TUB SELECTED- ADD TRUSS AND OFFSET LAYOUT TO MISS DRAINS IF NEEDED B-2 �—I/8" X B—� � G" C.L.B. �� G" Cam.. `�-� 24F—\/4 J� 24�— �'f'6 +6 0 0 0 0 — — — � o I I`� I I I I �rt—=�=� I I I I II I �I I I I I I I lu V I O O# I � Q ��--,, C I � QI I ®��I I\ �I� � �I� I I I I � I ���� I I I I�� I �� I I�� I I I � W � n/ I LL I I � �� I�� I I I I I I ��I� ��o� I �I I ���I � � � I I I I I I I I I I I I I � J I I. I ��������� I I I I I I 4X I O D�*x2 C�8-2 S-I/8" X 18" C.L.B. �fp�� c %�, GB -I S-I/8" X 18" C.L.B. 24F-v4 Q c6 S 24F-v4 �Bv. PL�T� s o� �Bv. PLATE CAB-4 4X12 DF�*2 GB-� �-I/8" X 12" C.L.B. 24i=—v4 - � 4X I O DF*k2 4X I O DF�*2 4X10 DF*k2 DRAFTSTOPPING NOTE: DRAFT STOPPING TO BE INSTALLED TO ALLOW FOR LESS THAN 1000 SQFT OF OPEN AREA WITHIN THE FLOOR TRUSSES PER IRG SECTION 502.12. USE 1.2" INCH GYPSUM WALLBOARD OR 3/8" WOOD STRUCTURAL PANELS PARALLEL TO THE TRUSSES WHERE I ND I GATED. SEAL ALL GAPS AND HOLES TO PREVENT THE SPREAD OF HOT GASSES AND SMOKE ��. .�e�. ��� O CARBON MONOXIDE DETECTOR U � � � � � i� O O PER IRG315 ����I� I� �I �� ��� SHE,4R NOTE: SEE GENER,4L NOTES SG,4LE: I/4" = I'—O" 2512 REGI ERED A TEGT GAT2Y TF-IOMAS M1IASf-f TATE OP WAS++INGTO r ^ V J N °O W � `� � T � I� 1 � r 11�..11 M cn o C� � � ° g U O T� � � ' /� V/J�'"C � U CJ J 'I —ul�, l I I •Si � � �1 U W z W � W � � r M 0 0 �..� � O IIII II�IIIIII �--I� .. � O bate : 4-�0-20 permit: revisions: drawn by : LMD checked by: 1�WJ ����� RECEIVED Aug 26 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SEE SHEET L I FOR SHEAR Wf�LL LOG,4TIONS, SHE�4R W,4LL N?� I L I NG SCHEDULE, � DET?� I LS. J r WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC. PERTAINING TO THE WORK BEFORE PROCEEDING. THE OWNER MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND/OR CONDITIONS SHOWN ON THESE DRAWINGS. ANY SUCH VARIATION SHALL BE RESOLVED BY THE OWNER PRIOR TO PROCEEDING WITH THE WORK, OR THE CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR THE COST TO RECTIFY SAME. I� i�t -8 NOTES: ALL EXTERIOR WARM WALLS TO BE: 2 X 6 STUDS ® 16" O.G. TYPICAL. ALL HEADERS TO BE 4 X 8 DF�*2 UNLESS NOTED OTHERWISE. FUR -OUT HEADERS TO MATCH 2 X 6 WALLS. ALL EXTERIOR HEADERS MUST BE I NSULATE:D WITH R-10 INSULATION PE:R WSEG FOR WINDOWS WITH OPERABLE OPENINGS MORE THAN 72" ABO�/E THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING SHALL BE 24" MINIMUM ABO�/E THE FLOOR. EXCEPTIONS: FULLY OPEN WINDOWS WHERE A 4" SPHERE MAY NOT PASS THROUGH OR WHERE FALL PROTECTION DEVICES ARE PRO\/IDED PER ASTM F 20�i0 SOLID BLOCKING UNDER ALL BEARING WALLS. TUB/SHOWER UNITS SHALL HA�/E: FIRE BLOCKING BETWEEN WALL STUDS AND WATERPROOF SURROUNDS TO +72" FROM DRAIN. GLAZING, INCLUDING WINDOWS WITHIN +60" OF EDGE OF SHOWER SHALL BE: SAFTE:Y GLASS. SHOWER FLOW IS LIMITED TO 1.75 GAL/MIN. EXHAUST FANS LARGER THAN SOGFM MAY BE: GONNEGTE:D TO 4" SMOOTH WALL �/E:NT PIPE IF RUNS DO NOT EXCEED 20' IN LENGTH. THE MINIMUM SIZE OF FLEX DUCT IS S" DIAMETER WITH A MAXIMUM RUN OF I5' COMBUSTION AIR RE:QUIRE:D FOR ALL FUEL BURNING APPLIANGE:S LEGEND: BEARING WALL - - - - - - BEARING ABOVE FLOOR LINE ABOVE PT. LD. ^,, POINT LOAD ABOVE ABA/. t MULTIPLE 2x STUDS ® POINT LOAD O SMOKE DETECTOR I10�/ INTE:RGONNE:GTED W/ BATTERY BACK-UP. PER IRG B14 OCARBON MONOXIDE DETECTOR PE:R IRG 315 � � � SHE?�R NOTF SFF SHEET L I FOR SHEP�R WALL N,41 L I NCB SGHi=DULE, ff DET?.I LS. C C _I m I--IOLDDOWN SGI-I�DUL� MARK HOEDOWN/ FASTENERS WOOD MEMBER f�.NGF-fOR STRAP TH I GKNESS/SPECIES REQUIRED T- I STHD 14/I 4 RJ Z4- I Fed SINKERS (2) 2X4/2X6 STUDS HF/SPE T-2 MST48 (S4)- I Gd C2) 2X4/2X6 STUDS HF/SPE T-S MSTP�B6 (2�)-IOd (2) 2X4/2X6 STUDS H>=/sP>= Z 2X4 ZX6 STUDS T-4 MSTG48BS (S8)- I Od HF/SPP T-S HDUB-SDSZ.S (ZO) SDS I/4" C2) 2X4/2X6 STUDS �/8�� ,4NGHOR X z-I/z" HE/SPE BOLT �n'_n�� n�/P=RA�1 11. .l�l. ��� U���� ��00� ���'N, S�� GENERP.L NOTES SG?.LE: I/4" = I'-O" 251� REGI RE A TEGT GARY THOMAS NASH TATc OF WASHINGTO t` r � ^ V J W N °O N N � T � I� T M W ►--+ V U � o �� O W //�� I --I U +-+ � V J ��J1I 1 F..� 'uI 1 1 I ' � 'S i � � � �1 U W �-� W � W � � M O O • O � � ® (� O n� W O date : 4-moo-zo permit: revisions: drawn by : LMD checked by: MWJ ����� O� RECEIVED Aug 26 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC. PERTAINING TO THE WORK BEFORE PROCEEDING. THE OWNER MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND/OR CONDITIONS SHOWN ON THESE DRAWINGS. ANY SUCH VARIATION SHALL BE RESOLVED BY THE OWNER PRIOR TO PROCEEDING WITH THE WORK, OR THE CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR THE COST TO RECTIFY SAME. A -8 ROOF FRAMING NOTES GUT RAFTER TAILS TO MATCH 2x4 TRUSSES CONNECTORS SHALL BE ENGINEERED BY TRUSS MANUFACTURER ROOF P I TGH SHALL BE 3 ° I � TYPICAL UNLESS NOTED OTHERWISE ROOF OVERHANG SHALL BE 6" U.N.O. Q DS TRUSS NOTE �x6 OVERFRAMING BEARING BELOW DOWNSPOUT ALL TRUSSES SHALL HAVE: I. STRESS ANALYSIS AND DRAWINGS / DETAILS STAMPED BY A STATE REGISTERED ENGINEER. 2. MANUFACTURER'S STAMP ON PRE— MANUFAGTURED TRUSSES. 3. BRACED TO MANUFACTURER'S SPEC I F I GATI ONS. 4. STRESS ANALYSIS AND DETAILS SHALL BE SUBMITTED TO BUILDING DEPT. FOR APPROVAL AND SHALL BE KEPT ON SITE FOR FRAMING I NSPEGTI ON. 5. TRUSSES WILL NOT BE FIELD ALTERED WITHOUT PRIOR BUILDING DEPARTMENT APPROVAL OR ENGINEERING GALGULATI ONS. 6. ALL TRUSSES SHALL HAVE SIMPSON H—I CLIPS AT ENDS. WHERE TRUSSES ARE PARALLEL TO WALL, USE SIMPSON L30 AT MIDSPAN. USE SIMPSON STG GL I PS AT NON —BEARING WALLS ROOF vFNTING CALCULATION -PER 2015 IRG R806.2 I -728 SG2FT AREA = �.-76 SG2FT RFG2U I RFD �00 (5.-16) X (SO%) = 2.88 SG2FT MIN. RFG2U I RED AT FA�/FS TYPICAL TRUSS BLOCK HAS (4) 2 Q� SCREENED HOLES PRO�/I D I NG 6.28 SQ. I N. (.044 SQFT) PER BLOCK. APPROXIMATELY -i0 \/ENTFD BLOCKS= �.08 SQFT PRO\/IDFD (�.�6) X (50%) = 2.88 SQFT MIN. REQUIRED l�l I TH I N �' OF THE RIDGE AFSO ROOF JACK \/FNTS= .�4 SG2FT EACH \/ENT PROVIDE 10 AFRO \/ENTS= �.40 SQFT PRO\/IDED TOTAL /ENT AREA PRO�/IDFD= G.48 SQ FT GABLE END TRUSSES TO BE DESIGNED TO SPAN WIN] DOOR OPENII' TYP I GAL mp �X DS DS 2XF� HF�*2 OVFRFRAMING � 24" O.G.- IF SPAN OF RAFTER I S OVER 21 ��II TI IT_AI I Ir T_ 1�/2 I IT141 I`vvl JT[V ICJ � 24" O.G. zFPLAGF ROOF > OVERHANGS � VENTED RD BLOCKS ROOF- �TALL (I) AFEO =NT AT F.P. ROOF :4 HF�*2 RAFTERS 24" O.G. " PLATE BEN/GUEST .,,. .,e,. ��� �0�� ���� I I�� ���I� SEE GENERAL NOTES SCALE: I/4" = I'-O" 2512 REGI ERED A TEGT GAT2Y TF-IOMAS M1IASf-f TATE OP WAS++INGTO r ^ V J N °O W C/� `� � M �n o C� � � ° g U O � � � � ' /� V/J�'"C :� � U CJ J 'I -ul�, l I I •Si � � �1 U W z W � W � � 0 0 � � � � � .. n� W O date : 4-�0-20 permit: revisions: drawn by : LMD checked by: 1�WJ ����� RECEIVED Aug 26 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT I� J r WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC. PERTAINING TO THE WORK BEFORE PROCEEDING. THE OWNER MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND/OR CONDITIONS SHOWN ON THESE DRAWINGS. ANY SUCH VARIATION SHALL BE RESOLVED BY THE OWNER PRIOR TO PROCEEDING WITH THE WORK, OR THE CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR THE COST TO RECTIFY SAME. C d S�GT 101�1 �-� SEE GENERAL NOTES SCALE: I/4" = I'-O" 2 O I � .I�I.� O �---F I N.O� TO � � T� T� � N. � i�0�'�' O O 10 � GL I M,4TE ZONE 5 ,4ND M,4R1 NE 4 FENESTRATION SiGYL1Gl-fT GLAZED CEILING WOOD FRAMED FLOOR BELOW GRADE SLAB R-�IALUE U-FACTOR U-FACTOR FENESTRATION R-VALUE WALL R-�/ALUE: R-VALUE WALL R-�/ALUE: AND DEPTI-I SHGG O.�O 0.50 NR R-4�i R-21 R-�O 10/IS R-10, Z FEET (R-38 �/AULTETJ R-21 +TB X �� TABLE 406.2 ENERGY CREDITS I-IOUSES BETWEEhl I500 SQFT AND 5000 SQFT REQUIRE 3.5 CREDITS O�P�TION GREDIT�S) 18�41 HIGH EFF I G I ENGY H�/AG EQUIPMENT � � �T I � U I l��lfi� SECTION 404 - ELEGTRIGAL POWER 8 LIGHTING SYSTEMS 404.1 Interior Lighting: A minimum of 75 percent of all luminaries shall be high efficacy luminaires. See note on elec. plan GAS FIRED FURNACE WITH A I.O ��� ��fi I ®� MINIMUM AFUE OF Gi490 O4 HIGH EFFICIENCY H\/,4G DISTRIBUTION SYSTEM ALL HEATING .4ND COOLING SYSTEM I.O COMPONENTS INSTALLED INSIDE THE CONDITIONED SPACE. THIS INCLUDES ALL EQUIPMENT AND DISTRIBUTION SYSTEM COMPONENTS SUCH AS FORGED AIR DUCTS, HYDRONIG PIPING, HYDRONIG FLOOR LOOPING, GON\/EGTORS AND RADIATORS. ALL COMBUSTION EQUIPMENT SHALL BE D I REGT /ENT OR SEALED GOMBUSTI ON FOR FORGED AIR DUCTS: A MAX I MUM OF I O LINEAR FEET OF RETURN DUCTS AND S LINEAR FEET OF SUPPLY DUCTS MAY BE LOCATED OUTSIDE THE GOND I T I ONED SPACE. ALL METALL I G DUCTS LOCATED OUTSIDE THE CONDITIONED SPACE MUST HAVE BOTH TRANS\/ERSE AND LONGITUDINAL JOINTS SEALED WITH MASTIC. IF FLEX DUCTS ARE USED, THEY CANNOT CONTAIN SPLICES. FLEX DUCT CONNECTIONS MUST BE MADE WITH NYLON STRAPS AND INSTALLED US I NG A PLAST I G STRAPPING TENSION TOOL . DUCTS LOCATED OUTSIDE THE CONDITIONED SPACE MUST BE INSULATED TO A M I N I MUM OF R-8 SG EFFICIENT WATER HEATING I S WATER HEATING TO BE GAS FIRED WITH A MINIMUM EF OF O.�iZ M1507.3 INTERMITTENTLY OPERATING VENTILATION SYSTEMS. THE DELIVERED VENTILATION RATE FOR INTERMITTENTLY OPERATING VENTILATION SYSTEMS SHALL BE THE COMBINATION OF ITS DELIVERED CAPACITY FROM TABLE M1507.3.3 (I), AND ITS VENTILATION EFFEGTIVENE55 AND DAILY FRACTIONAL OPERATION TIME FROM TABLE M1507.3.3(2) �I IN�I�fi �filN�: BUILDING AIR LEAKAGE TEST I S REQUIRED PER WSEG R40z.4.1.z DUCT INSULATION PER ZOIS WSEG R40�.�.1 DUCT LEAKAGE TESTING PER ZOI� WSEG R40B.B.Z A PERNAMENT GERTI F I GATE I S REQUIRED TO BE POSTED WITHIN �' OF THE ELEGTRI GAL PANEL TO GONTAI N THE HOMES R-VALUES, U-�/ALUES, RESULTS FROM DUCT SYSTEM AIR LEAKAGE, RESULTS FROM BUILDING EN\/ELOPE A I R LEAKAGE TESTING (BLOWER DOOR TEST) AND TYPES AND EFF I G I ENG I ES OF HEATING, COOLING, AND SER�I GE WATER HEATING EG2U I PMENT PER WSEG R401.B HEADERS ARE REQUIRED TO BE INSULATED W I TH A M I N I MUM OF R-10 INSULATION. CORNERS OF EXTERIOR STUD WALLS ARE REQUIRED TO BE FULLY INSULATED. THE EXTERIOR THERMAL EN�/ELOPE I S REQUIRED TO GONTA I N A CONTINUOUS AIR BARRIER PER TABLE R40Z.4.1 2512 REGI RE A TEGT GARY THOMAS NASH TATc OF WASHINGTO t` r � ^ V J W N °O N N � T � I� T M W ►--+ V U � o �� O W //�� I --I U +-+ � V J ��J1I 1 F..� 'uI 1 1 I ' � 'S i � � � �1 U W �-� W � W � � �_ M 0 0 O ' ''` O � � Q � .. .0 O date : 4-moo-zo permit: revisions: drawn by : LMD checked by: MWJ O� RECEIVED Aug 26 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC. PERTAINING TO THE WORK BEFORE PROCEEDING. THE OWNER MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND/OR CONDITIONS SHOWN ON THESE DRAWINGS. ANY SUCH VARIATION SHALL BE RESOLVED BY THE OWNER PRIOR TO PROCEEDING WITH THE WORK, OR THE CONTRACTOR SHALL AGGEPT FULL RESPONSIBILITY FOR THE COST TO RECTIFY SAME. PER PLAN s�-+��i� �II��L SG'I-f��UIL� PER �O 15 I SG GENERAL NOTES: SEE PLANS TO DETERMINE THE DIFFERENT DESIGNATORS FOR SHEAR WALL MATERIALS, NAILING, ANCHOR BOLTS, AND HOEDOWNS. LOCATE HOEDOWNS AS CLOSE AS POSSIBLE TO THE END OF THE DESIGNATED WALL. ALL HOEDOWNS, ANCHOR BOLTS, WASHERS, 8 NAILS IN CONTACT WITH P.T. WOOD TO BE HOT DIPPED GALVANIZED. PI = ONE SIDE PLYWOOD P2 = TWO SIDES PLYWOOD NAIL SPACING SILL OPTIONAL BASE HEM FIR #2 MARK 7/Ib" TOP � BTM. ANG3HOR5 BLKG. PLATE SIMPSON MASAP PLATE VALUE EDGES FIELD PLYWD. PLATES see detail �Q'D• NGHOR BOLTS ANCHORS NAILING (#/LF) PI-6" Sd 6" 12" 6" IS" O.G. 2x4 5/8" ® 48" ®48" d ENDS (2) Ibd ®10" 240 PI-4" Sd 4" 12" 4" 16" O.G. 2x4 5/8" ® 32" ®30" b ENDS (2) Ibd ®7" 34q PI-3" '"�' Sd 3" 12" 3" 14" O.G. (2) 2x4/6 5/8" ® 24" ®24" d ENDS (2) Ibd ®5" 450 PI-2" •• Sd 2" 12" 2" 12" O.G. (2) 2x4/6 3/4" ® 24" ®IS" 6 ENDS (2) Ibd ®5" 585 P2-6" •�' Sd 6" 12" 6" 10" O.G. (2) 2x4/6 5/8" ® 24" WA (2) Ibd ®5" 480 P2-4" •• Sd 4" 12" 4" 8" O.G. (2) 2x4/6 3/4" ® 20" N/A (3) Ibd ®5" "100 P2-3" �"' Sd 3" 12" 3" 8" O.G. (2) 2x4/6 3/4" ® I6" WA (4) Ibd ®5" q00 P2-2" •• Sd 2" 12" 2" 8" O.G. (2) 2x4/6 3/4" ® 12" WA (4) Ibd ®4" 1170 ••NOTE: WALLS WITH UNIT SHEAR OF 350#/ft. OR GREATER SHALL HAVE FRAMING MEMBERS (STUDS 8 PLATES) ABUTTING PANELS NOT LESS THAN 3X MEMBERS OR (2) 2X MEMBERS PER IBC 2015 AND SDPWS-2015 PER SPECIAL DESIGN PROVISIONS FOR WIND AND SEISMIC, GRAFTER 4•.S.-1.1 �*5 (Z) 2X MEMBERS ARE OiG I N LIEU OF SX MEME3ERS STITCH NAIL DOUBLE STUDS TOGETHER WITH 16d NAILS AT �" O.G. STAGERRED ON THE STUD FAGS STITCH NAIL DOUBLE PLATES TOGETHER WITH 16d NAILS � IZ" O.G. STAGERRED ON THE PLATE FAGS I. USE POWER -DRIVEN STEEL STUDS AND NAILS BY HILTY OR RAMSET WHERE APPLICABLE. 2. PLYWOOD MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY. 3. SOLID BLOCK WITH JOIST UNDER INTERIOR SHEAR WALLS. SHEP�R Wf�LL NOTES 7/I6" OSB OR PLYWOOD SHEATHING -USE Sd COMMON OR GALVANIZED NAILS. BLOCK ALL PANEL EDGES. LONG DIMENSIONS OF PLYWOOD MAY BE INSTALLED VERTICALLY. NAIL � 12" O.G. TO ALL INTERMEDIATE STUDS. WHERE 3" NAIL SPACING IS SPECIFIED AT PANEL EDGES, USE I-I/2" Sd SHORT NAILS OR 3X STUDS WITH Sd COMMON NAILS. FOR 2" NAIL SPACING, USE 3X STUDS AND STAGGER PANELS. WHERE PLYWOOD IS 2 SIDES OF WALL, JOINTS TO FALL ON SEPARATE STUDS ON EACH SIDE. FLOOR PLYWOOD -USE Sd COMMON NAILS ®10" O.G. AT INTERMEDIATE SUPPORTS, 6" O.G. AT ALL PANEL EDGES AND 4" O.G. AT ALL SHEAR WALLS, UNLESS OTHERWISE SHOWN ON PLANS. FLOOR JOISTS -JOIST PARRALLEL TO FLOOR OPENINGS AND EXTERIOR WALLS SHALL BE GROSS BLOCKED AT 48" O.G. ®EDGES W/ (4) IOd NAILS FOR THE FIRST BAY. 3" x 3" x I/4" SQUARE WASF+ERS AT ALL ANCHOR BOLTS. PLATE WASHERS TO BE INSTALLED WITHIN I/2" OF SHEATHING 7/I6" OSB OR PLYWOOD SHEATHING -STAPLE SCHEDULE ALLOWABLE SHEAR VALUES WITH HEM FIR #2 STUDS 2" I6 GA. STAPLES ® IS GA. STAPLES ® 14 GA. STAPLES 3" O.G. - 280 #/ft. 4" O.G. - 280#/ft. 4" O.G. - 303#/ft. 2" O.G. - 360#/ ft. 2-I/2" O.G. - 430#/ft. 3" O.G. - 3q0#/ft. 4" O.G. AND IOd NAILS 2" O.G. - 504#/ft. ® 6" O.G. - 620�/ft. FIELD SPACING: 12" O.G. NAILS d STAPLES. HOEDOWNS -INSTALL SIMPSON HOEDOWNS OR EQUIVALENT AT THE END OF SHEAR WALLS WHEN SHOWN ON DRAWINGS. TO ATTACH USE 2X OR 3X HF �2 CONSTRUCTION GRADES AS SHEAR WALL BOUNDARY ELEMENTS. HOEDOWNS ARE ONLY REQUIRED WHERE SHOWN ON PLANS. TRUSSES OR RAFTERS PEF PLAN ROOF SHTG - PER SHEAR l� SCHEDULE Sd ® 6" O.G. 2X BLKG. W/ ® 8" O.G. ff �, HOLES (RIP E OVERHANG 8 FASG I A SHEATHING P] SCHEDULE 2X STUD WAL ® 16" O.G. TYP. S���RW�LL TO ROOD SIN ANc S I MPSON A-35 GL I P 2x BLOCKING DROP TOP CHORD OF TRUSS TO AGGEPT 2X6 OUTLOOKER -- 16d NAIL EA. SIDE GABLE -END TRUSS PER PLAN TRUSSES OR RAFTERS PER PLAN SHEATHING B NAILING PER SHEAR WALL SCHEDULE OVERHANG 8 FASCIA 2x STUD WALL � 16" O.G. 2x TOP PLATE ' NAIL SHEATHING TO HEADER HEADER ® B" O.G. B.W. EXTEND TO END WALLS SHEARWALL PER PLAN (2) 2x STUDS B/4" MIN. TSG PLYWOOD SUB -FLOOR GLUED S NAILED -NAIL ® 6" EDGE I I � 12" FIELD W/ IOd NAILS I I FLOOR JOIST I I PER PLAN CONNECT PLYWOOD W/ 8d NAILS ® 3" O.G. I TO ALL STUDS, PLATES I I a HEADERS APA RATED SHTG. fib" MIN. 24/O EXP. I I � STHDI4 WOOD TO CONCRETE I CONNECTORS OR EQUAL (g) #4 VERTICALS I III I - Bx PLATE OR 2-2X #4 HORIZ. ® 12" o.c. I I NAIL SHEATHING TO ERGH PLATE 3/4" � X 10" A.B. W/ B"XB"XI/4" STEM PLATE WASHER O WALL SEE DETAIL 2/GI FOR STEEL LAYOUT GONT. FOOTING ' ELEV?.TION VIEW OUTSIDE OF GARAGE GARAGE DOOR 2" INSIDE OF GARAGE PLAN VIEW OF CONCRETE STEM WALL Lr�T�R�L R�STR� 11�1T F'�N�L DOUBLE STUDS SHEARWALL PEf 3/4" MIN. T8G PLYWG GLUED 8 NAILED - N, ff 12" FIELD W/ IOd N DOUBLE RIM FG BTM. PLATE NAI PER SHEARTWALL FLOOR TRUSSES PER PLAN A35 FRAMING Al PER SHEARWALL SCHEDULE DOUBLE STUDS SHEARWALL PER SGP.LE: N.T.S. TIE STRAP PER PLAN W/ ALL NAIL HOLES FILLED W/ Ibd COMMON NAILS BOTTOM PLATE NAILNG PER SHEAR WALL SCHEDULE A35 FRAMING ANCHOR MAY BE ELIMINATED AT PI-6, AND PI-4 TYPE SHEAR WALLS, IF THE PLYWOOD PANEL SPANS RIM JOIST AND IS NAILED TO BOTH THE BOTTOM PLATE OF SHEAR WALL ABOVE AND THE TOP PLATE OF THE WALL BELOW W/ THE EDGE NAILING PATTERN SPECIFIED IN SHEAR WALL TABLE STRAP �OLnOW�I WALL TO WALL 4 0 v �� a a o �� oa a � i�ER PLAN HOEDOWN PER PLAN BOTTOM PLATE NAILNG PER SHEAR WALL SCHEDULE P.T. SILL PLATE W/ ANCHOR BOLTS PER SHEAR WALL SCHEDULE W/ 3"x8"xl/4" SQ. WASHERS (I) #4 GONT. TOP FINISHED GRADE ST�O �OLOOW�I C� �OUNO�TIO�I IOd ® 4" o.G. -ROOF SHEATHING TO TOP CHORD TRUSS. TRUSS OVER S.W. TO HA�/E PLYWOOD ROOF BLOCKING AT � SHEATHING 16" O.G. � TRUSSES PER PLAN P`BB GONTI NUE GL I PS SHEAR WALL ® �4" TO ROOF O.G. SHEAR WALL PER SCHEDULE S���R WALL P�R�LL�L TO TRUSS z_ N SGP.LE: N.T.S. SG.4LE: N.T.S. 2512 REGI ERED A TEGT GARY THOMAS NASH TATE OF WASHINGTO r ^ V J N °O W `� M cn o C� � � ° g U O � � � � ' /� V J'"C .� � U �� I —I '� W � � U z� W F-�1 W M 0 0 O O JN-U--�I .. � Jn-`� W o bate : 4-moo-zo permit: revisions: drawn by : L_MD Ghec�ed by: 1�WJ ��E_E=� >� I I RECEIVED Aug 26 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SG,4LE: N.T.S. TYfi= I GAL S���RY���� TO ROOD GO�I�I�GTI Oil SCALE: N.T.S. J WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETG. PERTAINING TO THE WORK BEFORE PROCEEDING. THE OWNER MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND/OR CONDITIONS SHOWN ON THESE DRAWINGS. ANY SUCH VARIATION SHALL BE RESOLVED BY THE OWNER PRIOR TO PROCEEDING WITH THE WORK, OR THE CONTRACTOR SHALL ACCEPT PULL RESPONSIBILITY FOR THE COST TO RECTIFY SAME. ROOFING MATERIAL FINISH PER ELEVATION ON �/I6" OB5 SOLID GDX 24-0 PLYWOOD SHEATHING; 8d ®6"O.G. EDGE Sd � 12" O.G. FIELD (7/16" 05B AGX PLYWD ®EVES) MIN. 15# UNDERLAYMENT NAIL 6" EDGE, 12" FIELD WITH 8d NAILS, U.N.O. 24" CARDBOARD BAFFLE ALLOW FOR I" AIR SPACE MIN. EXTEND 12" ABOVE INSULATION. SOLID SHEATHING OR GDX PLYWD. WHERE EXPOSED TO WEATHER —� TOP PL. IX FASCIA BD. W/ METAL GUTTER 2X BIRD BLK'G. W/ ' 2"� SCREENED VENT HOLES WITH I/4" CORROSION izE515TANT METAL MESH COVERING FIN. FLR. TOP PL_ (2) 2x TOP PLATE, LAP CORNERS, OFFSET END JOINTS BY 48" �46" 05B. OR PLYWD. SHEATHING. NAIL 6" EDGE, 12" FIELD WITH 8d NAILS UNLESS NOTED OTHERWISE 2x STUDS � 16" O.G. TYP. SIDING W/ WEATHER RESISTANT BARRIER BEHIND SEE PLAN FOR SIDING TYPE 2x BOTTOM PLA FIN. FLR. _ 2x RIM JOIST 2x P.T. SILL Z 6"� D.S. TI6HTLINE, POSITIVE DRAIN TO STORM SYSTEM FIN. GRADE TO SLOPE � AWAY FROM BUILDING , � ����o �/� s 4"� PERF. FOOTING DRAIN TILE — W/ CLOTH COVER � GRANULAR COVER A5 REQ'D. BY 501E CONDITIONS REBAR PLAGEN�NT PER DETAIL �2 AB01/E 2x12 BLOCKING BETWEEN RAFTERS � PROVIDE lie" MIN. BEARING AT RAFTER ENDS 2x RAFTER SIZE d SPAGING PER PLAN � RIDGE BEAM PER PLAN "51MPSON" HI CLIP � RAFTER TO TOP PLATE � TY�. ���T�� ���1�I�lG C� I SCALE: N.T.S. N APPROVED TRUSSES BEARING MANUFACTURER'S SEAL. SEE ROOF FRAMING PLAN FOR SPAGING INSLULATE PER WSEG FIRE BLOCK ALL VERTICAL OPENINGS IN WALLS AT PLATES AND FLOORS FLOOR JOISTS, 51 ZE AND SPAGING PER PLAN %2" GYPSUM WALLBOARD, TYP. W/ PVA VAPOR BARRIER � WALLS AND CEILINGS >LI�I1�G ��� FIRE BLOCK ALL VERT GAL OPEN I NG5 I N WALLS AT PLATES AND FLOORS "X 10" ANCHOR BOLT W/ 3"X3"X I/4" PLATE WASHERS � 48" o.c. NO LE55 THAN 4�" d NO MORE THAN 12" FROM EA. END SILL CORNER, JOINT, END, OPENING ETG. 7" MIN. EMBEDMENT INTO GONG. EXCEPT � SHEAR WALLS -SEE SHEAR WALL NAILING SCHEDULE. 2x P.T. SILL z � � II � a O a �t 2x BLOCKING, W/ VENT HOLES, FROM ROOF SHEATHING TO WALL TOP PLATE GUT TAILS TO MATCH TRUSSES 5/8"X 10" ANCHOR BOLT W/ 3"X3"X I/4 " PLATE WASHERS ®48" o.c. NO LESS THAN 4Y2" � NO MORE THAN 12" FROM EA. END SILL CORNER, JOINT, END, OPENING ETC. 7" MIN. EMBEDMENT INTO GONG. EXCEPT SHEAR WALLS -SEE SHEAR WALL NAILING SCHEDULE. #4 GONT. HORZ. TOP #4 STUB UP � 48" O.G. W/ STD. HOOK EXTEND 14" MIN. INTO WALL 3" MIN. #4 GONT. � IN FOOTING SEE FOUNDATION PLAN FOR FT6. /FDN. SIZE ALL FOOTINGS TO BEAR ON FIRM UNDISTURBED SOIL WALL GREATER THAN 4'-O" PER PLAN 2 STD . �OU1�lD�T I Oil D�T� I J... 61 SCALE: N.T.S. PER IRG R403.1.3 #5 3/4" TAG PLYWOOD SUB -FLOOR (GLUED � NAILED) NAIL 6" EDGE, 12" FIELD W/ IOd NAILS. 2x SOLID BLOCKING � BAG. WALL ABOVE TYP. 9I� � � INSLULATE PER WSEG FLOOR JOISTS, SIZE AND a � /` � � � � � � SPAGING PER PLAN � 1� / a 48 �� M�X. SEE FOUNDATION PLAN Z \ ° UNBP�LP�NGED FOR BEAM SIZE � 2x4 GUSSET EA. SIDE Z POST 51 ZE / SPAG I NCB (TALLER WALLS PER PLAN) POSTI�/E DRAIN IN "51MP50N" A24 CLIP � c0 �o � � gOss FELT GR�WLSP�GE �T NE P05T TO GONG. N � CORNER OF FDTN a 6 MIL. � POLY VAPOR BARRIER a c � � a a a ALL REINFORCEMENT m � MUST BE TIED IN PLACE FOR FOUNDATION INSPEGITON I � SEE FOUNDATION PLAN `� _ _ _ SEE FOUNDATION PLAN FOR FTC. /FDN. SIZE _ _ � FOR PAD SIZE ALL FOOTINGS TO BEAR ON PROVIDE DRAIN AT LOW ALL FOOTINGS TO BEAR ON FIRM UNDISTURBED SOIL POINT OF CRAWL SPACE FIRM UNDISTURBED SO I L a HANDRAIL: GRIP I%4" - 2" � PROJECTION FROM WALL NO LESS THAN I�". OPEN RAIL: OPEN SPACE BETWEEN PICKETS SHALL BE LESS THAN 4" CLEAR - I m 2X4 STOP 2-2X HEADER FLOOR JOIST FIREBLOGK STAIRS: ONCE I N TOP � BOTTOM OF RUN BETWEEN STRINGERS � ALONG RUN BETWEEN STUDS USABLE SPACE UNDER STAIRS TO BE I HR FIRE CONSTRUCTION 5/S" TYPE 'X' G.W.B. (TWO LAYERS AT STAIR CEILING) _ � m d r� \\ I O�jL�ll /� \� � STD I � D�T� I � - TYi� I G�� C� I SCALE: N.T.S. GARAGE /LIVING SEPARATIG TYPE "X" GYPSUM WALL BOAS AT CEILING /WALL 4" GONG. 4" GRANI �� ��.s����� i�I�.��� 1R�AR PLAGENIEHT PER DETAIL #2 AB01/E � TYi� I G�� J�iI��� S�GT I Oils C� I SCALE: N.T.S. NOSH � �iZGHITEGTS GENEiZ�4L NOTES: I. All construction per applicable codes and ordinances. 2015 IRG, IBG. 2. Verify all dimensions on job site. Bring discrepancies to the attention of Owner and/or Designer. 3. Owner will verify window sizes and manufacturers) with framer before start of construction. 4. One window per bedroom shall meet egress code. 5. Skylight glazing per 2015 IBG. 6. Truss manufacturer shall supply shop drawings to Owner and framer to review and approve before fabrication. 7. Owner will verify electrical and heat layouts with installer before installation. 8. Under all parallel bearing walls, use double joists or as noted on plan. Double joist (or extra TJI) under all non - bearing parallel walls. a. TJI products to be installed per manufacturer's installation guide and approved reports. 10. All metal connections to treated wood shall be at a minimum; tripple zinc ZMAX (G185 per ASTM R653); Hot Dip Galvanze (ASTM A123 for connectors and A5TM153 for fasteners and anchors. I I. All bathroom fans, kitchen hood, and dryer ducts shall be exhausted through the attic to the roof or through the floor system to an outside wall. All wall ducts shall terminate at least 36" from a window opening. N051 N6 GL I MST I G POND GEOGR�PH I G DESIGN Gfi�ITEfizl,4: TERMITE: SLIGHT TO MODERATE DECAY: SLIGHT TO MODERATE WINTER DESIGN TEMP: 17° IGESHIELD REQUIRED: NO FLOOD HAZARDS: 2003 I�a2 FIRM HANGER AIR FREEZING INDEX: 250 MEAN ANNUAL TEMP: 50 O 3-2x12 STRI NC�ERS Q 2X4 BLOCKING Z (FIRESTOP) —FIREBLOGKS `O STIR NOTES: RISER HE 16HT = 7-3/4" MP�X TREf�D DEPTH = I O" MIN. REBAR PLAGEI�NT PER DETAIL �2 ABO'1/E DESIGN DP�Tf�: ROOF LOADS: LL 25#/5F (SNOW) DL IS#/5F TOTAL 40#/5F FLOOR LOADS: LL 40#/5F DL 10#/5F TOTAL 50#/5F DECK LOADS: LL 60#/5F DL 10#/5F TOTAL 70#/5F 501 L 1500 P5F CONCRETE: 2500 PSI AFTER 28 DAYS (5%2 SACK MIX) -3000 PSI FOR EXTERIOR FOUNDATION WALLS, PORCHES, STEPS, AND OR GARAGE SLABS- AIR ENTRAINMENT 15 BETWEEN 5-790 (TABLE 402.2 IRG) MASONRY : PER 2015 IBG STEEL PER 2015 IBC (GRADE 60) WOOD PER 2015 IBG NAILING PER 2015 IRG NAILING PER TABLE R602.3(I) WIND: 85 MPH SEISMIC: ZOME - D V =see design calculations(Wdl) WEATHERING POTENTIAL: MODERATE FROST LINE: 12" E.F.P.: 45 P5F 4" BEAM: DOUGLAS FIR #2 fv = 180 fb = QOO P51 E = 1,600,000 6" BEAM: DOUGLAS FIR #2 fv = 170 fb = 875 PSI E = 1,300,000 4" POST: DOUGLAS FIR #2 FG II = 1350 PSI E = I ,600,000 6" P05T: DOUGLAS FIR #2 Fc II = 700 PSI E = 1,300,000 JOISTS d RAFTERS HEM FIR #2 � STUDS: fv = 150 fb = 850 P51 E = 1,300,000 GLU-LAM BEAMS: fv = 240 psi fb = 2,400 psi (reduced by size factor, GF�KI) E = I,aoo,000 psi NOTE: VARIATIONS FROM THE ABOVE LUMBER GRADES WILL BE NOTED ON THE PLANS. I. SUBFLOOR: T86 PLYWOOD OR 05B APA RATED STUDD-I-FLOOR I6" O.G., 3/4" WALL ff ROOF SHEATHING: APA RATED SHEATING 24/16 7/16" 2512 REGI ERE ?. TEGT G?.RY T{-IOMAS NASFf TATE OP wASl-IINGTO r ^ �! J N °O W C/� � r I I� 1 � T lu1 M M o ►--+ V U � o '� V O� � � � C/� TJ 1� :� W � � U z� W ,,��// F-�� � �� � �--� M 0 0 0 '� +�— O IIII II�IIIIII �--�I .. � � O � � date : 4-�0-20 permit: reV IS IOYIS drawn by G%1eGiGed �by: L_MD M1NJ ��--f��T I O� I RECEIVED Aug 26 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT L