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APPROVED PLN RESUB 1 BLD2021-1657-Architectural_Plan+4.19.2022MAX. BLDGx ELEV- 115.4a ACTUAL BLE)G ELEV. 112A4r4 SIDING: Tc I I F.F. EL. 90.95 VCs. D i'Y nIw I/_ SA AT1-C1 AI f-R♦_♦_ WIIYIJVW I III I, I.iVI`IYFI` TRIM AND FASCIA'S BY OWNER'S CHOICE EAST ]ELEVATION SCALE = 1/4"= 1'-0" ------------------------------------ INTERCONNECTED SMOKE ALARMS AND CO DETECTORS ARE A REQUIREMENT OF THIS PERMIT IN ACCORDANCE WITH R314.2.2 SOUTH ELEVATION (street SGALE = 1/4"= P-0" OBTAIN ELECTRICAL PERMIT FRQ-M- STATE LABORA INDUSTRIES APPROVED PLANS MUST', BE ON JOB SITE City of Edmonds Building Department APPROVED Plans ALL WORK SUBJECT TO FIELDi INSPECTION,/FOR CODE COMPLIANCE City Of Edmonds Building Department ------------------------------- Work ADU ADDITION ---------------------------- - Address 8605 MAPLEWOOD LN ------------------------------- Owner CYBORON -------------- Approved Date Q�1�Q2 Building Official �L�Q%f�_ /��� - --------------------------------- Permit Number; BLD2021-1657 ------------------------------------------------------ APPROVED BY PLANNING May 06 2022 NO]RTHI EJLEVATHON SCALE = 1/4'= 1'-0' ELEVATION NOTES: VERIFY SHEAR WALL NAILING 4 HOLDOWNS PER PLAN 4 SCHEDULE PRIOR TO INSTALLING; 61DING MASONRY 4 WOOD FRAME CHIMNEYS ARE TO BE CONSTRUCTED PER IRC CAULK ALL EXTERIOR JOINTS 4 PENETRATIONS PROVIDE WEATHER STRIPPING 4 FLASHING AT ALL DOORS AND WINDOWS PER IRC PROVIDE GALVANIZED OR ANODIZED SHEET METAL FLASHING 4 COUNTERFLASHING AT ALL ROOF VALLEYS, PENETRATIONS, CHIMNEYS 4 SKYLIGHTS PROVIDE CONTINUOUS CUTTERS 4 DOWNSPOUTS AT ALL EAVES, TYP- WINDOW WRAP, OTHER TRIM BOARDS 4 FASCIA'S BY OWNER CHOICE RESUB Apr 20 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Z H Of p U) J W Q C) O c) w w Z F- (n w o w o~ O U Z U' �aMW w z�0Ii w H w 0 � Z O z �0EzD�D'w���W C7 o m x W< p Z m w� p w LL W U~ w 0 W w W CZ7 D W Z MLL 0� W LL ZO W S W N LJJ ¢>- F- H p LL O 0 N> (D 0 W a Q Z O H> 0 H L Z Z 0 U Z O D H 0)z Q a O w w W o z Q� 0¢ZZ~w2 LU _�W Of o W w a 5 U) o o= o U Q cnwD'� © H 2 I (D O- z OU Q Of Of (L LL N ill N Z., K I v uP L1 ` cn b b b I� II� � � v � U � I—lo�oW Date April lath, 2022 Sheet Al 0 0) td A M m 0 � 0 m0< , ■, r^ DMO Y/ Xzo mtnO IV C ZMz O <o M M m 03 Ail Acce5&ory E)we re uric Addition � � • Copyright2021 0 DEFINITIVE DESIGN GROUP Linda C boron y BUILDING ILDING _ I _ � � gii L:Ae 5i ��O qp THESE DRAWINGS ARE COPYRIGHTED MATERIAL AND MAY NOT BE COPIED OR REDRAWN WITHOUT THE EXPRESSED j> 8605 Maplewood Lane p SECTION j'n �' L �yl� ��S WRITTEN CONSENT OF DEFINITIVE DESIGN GROUP. THESE DRAWINGS ARE LIMITED (A Edmonds, WA �� ��� ������ C��s TO A SPECIFIC PROJECT FOR PERSONS NAMED HEREIN AND FOR THE //�� /� /�Q/ lycyboron�gma Isom .402 370 Oa& 1 ��� W�J�� //� 0� CONSTRUCTION OF ONE BUILDING. ANY OTHER USE OR REUSE IS STRICTLY PROHIBITED WITHOUT WRITTEN CONSENT FROM DEFINITIVE DESIGN GROUP. parcel No. Legal Description: a U LL V } W z U LL W VENTED 5LOCKING o�riiic�wi Yai icc�c TYPICAL ROOF CONSTRUCTION • PRE -MANUFACTURED WOOD TRUSSES REFER ROOF FRAMING PLAN, SHEET A-1, FOR INFORMATION REGARDING THE FOLLOWING - TRUSS LAYOUT, ROOF PITCH, EAVE 8 ROOF OVERHANG AND ROOF PITCH EXTEND TO TOP 8 5OTTOM RISER & RETURN TO WALL TRUSSES TO BEAR AN ENGINEER'S STAMP AND LICENSED IN THE STATE OF WASHINGTON • 1/2" CDX PL T WOOD SHEATHING W/ 300 BUILDER'S FELT 0 • (1/2" 065 SHEATHING IS ACCEPTA5LE) u • COMPOSITE ROOF SHINGLES TO MATCH EXISTING • INSTALL ROOFING PER MANUFACTURE'S SPECIFICATIONS • R-49 ATTIC INSULATION PER WSEC TA5LE R402.1.1 D5L 2x WALL PLATE PROVIDE 45" OVERLAP AT PLATE SPLICES TYPICAL FLOOR CONSTRUCTION FOR FLOORS ABOVE CONDITIONED SPACE • 2x JOISTS Q Igo" O.C. (REFER MAIN FLOOR FRAMING, SHEET A6, FOR INFORMATION REGARDING JOIST SIZING & LAYOUT) • 3/4" T4G PL T'WOOD SUB -FLOOR • GLUE AND NAIL SUB -FLOOR W1 ad RING -SHANKS TYPICAL WALL CONSTRUCTION EXTERIOR WALLS • 2xro STUDS 'a 1/o" O.C. • DOUBLE WALL TOP PLATE OVERLAP SPLICES 40" • 1/2" PL T'WOOD SHEATHING 1@ WALL EXTERIOR • GLUED 4 NAILED W/ 8d RING -SHANKS • R-21 5ATT INSULATION • 1/2" GW5 e WALL INTERIOR INTERIOR WALLS • 2x4 STUDS 6 16" O.C. • DOUBLE WALL TOP PLATE OVERLAP SPLICES 40" TYPICAL FLOOR CONSTRUCTION FOR FLOORS ABOVE UNCONDITIONED SPACE • 2x10 JOISTS 'a I(o" O.C. (REFER MAIN FLOOR FRAMING, SHEET A5 FOR INFORI IATION REGARDING JOIST LAYOUT) • 3/4" T4G PLYWOOD SUB -FLOOR • GLUE AND NAIL SUB -FLOOR W/ ad RING -SHANKS • PROVIDE R-38 FLOOR INSULATION NOTE: FOOTINGS TO COMPLY W/ IRC R403.1.4 8 ECDC 19.05,020 REFER SHT A6 FOR FURTHER FOOTING DEPTH INFOMATION TYPICAL WALL SECTION NOT TO SCALE 2x TRUI/ I ".� �-L/ 1-111`l-4 HANDRAIL PER IRC R311.5.3 1 1/2" D1,4. MIN. 4 CONTINUOUS 1 1/2" FROM WALL 5ALU5TER6 PER I RC R312.3 5 THAN 4" ALLOWED J1EEN 5ALU5TER5 1x11 TREAD Ixg RISER BEAM OR D5L ".t It] z JOIST PER PLAN S I1" IPSON H3 T`r'P, ALL STRINGERS 2x4 5TRONG5ACK ON EA. STRINGER 1/2" GW5 ON ALL SURFACES OF USABLE SPACE UNDER STAIR c12 STRINGERS ia 12" OC KING e TOP 4 ROSS STRINGERS STUDS INTEIDN101iRSTALIRDETAIL No sc-Le aerie ie_ a n 1. MINIMUM 3(o INCH CLEAR WIDTH FOR ST,41FW,4 T . 2. M,4XIMUM 4-1/2 INCH HANDRAIL PROJECTION INTO 5T,4IRW,4i' WIDTH, ON EITHER SIDE. 3. MINIMUM (o'-8"HEADROOM HEIGHT CLEARANCE FOR 5T,4IRWAIT'. 4. M,4XIMUM 12'-3"VERTICAL HEIGHT (RISE) FOR A FLIGHT OF STAIRS. 5. MAXIMUM 7-3/4 INCH STAIR RISER HEIGHT. &. MINIMUM 10 INCH STA1R TREAD DEPTH WITH NOSING OR MINIMUM 11 NCHES WITHOUT NOSING- -1, HANDRAIL GRASPABILITT' TO 5E EITHER TT'PE I OR II WITH A MINIMUM 1-1/2 INCH CLEARANCE FROM A W,4LL, 8, HANDRAIL HEIGHT TO 5E PLACED A MINIMUM OF 34 TO 38 INCHES, FOR MORE INFORMATION, SEE SECTION R311.1 OF THE 2010 INTERNATIONAL RESIDENTIAL CODE PER 1 R C_ 1;R302.3 WALL AND FLOOR/CE IL ING ASSEM5L IES SEPARATING [DWELLING KNITS IN TWO=FAMILY DWELLINGS SMALL 5E CONSTRICTED IN ACCORDANCE WITH SECTION R3023.1 OR R302.3.3. ONE ACCESSORY [DWELLING KNIT CONSTRICTED WITHIN AN EXISTING DWELLING KNIT NEED NOT 5E CONSIDERED A SEPARATED [DWELLING KNIT IN A TWO=FAMILY DWELLING WHERE ALL REOIIRED eMO E ALARMS, IN THE ACCESSORY [DWELLING KNIT AND THE PRIMAR�I' [DWELLING KNIT, ARE INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL ALARMS IN 50TH THE PRIM,4RI' [DWELLING KNIT AND THE ACCESSOR'I' [DWELLING KNIT. PER 1 R C 1;R302.3.1 [DWELLING KNITS IN TWO=FAMILY DWELLINGS SMALL 5E 5EP,4RATED FROM EACH OTHER EMI' WALL AND FLOOR ASSEMBLIES LAVING NOT LESS THAN A I=DOUR WIRE=RESISTANCE RATING WHERE TESTED IN ACCORDANCE WITH ASTM E11S, UL 2ro3 OR SECTION 103-3 OF THE INTERNATIONAL BUILDING CODE. PER 1_R C_ R302.32 FIRE=RESISTANCE=RATED FLOOR/CEILING AND WALL ,455EM5LIES SMALL EXTEND TO AND 5E TIGHT AGAINST THE EXTERIOR WALL, AND WALL ASSEMBLIES SHALL EXTEND FROM THE FOUNDATION TO THE UNDERSIDE OF THE ROOF SHEATHIN - PER I C_ 1;R302.3.3 (5Uf=f=ORTING CONSTRUCTION WHERE FLOOR/C;EILING A55EM5L IES ARE REQUIRED TO E3E FIRE = RES I STANCE RATED 5T' SECTION R302.3, THE SUPPORTING CONSTRUCTION OF SUCH ASSEMBLIES SMALL HAVE AN EOUAL OR GREATER FIRE RESISTANCE RATING. PER I C_ R302 4_1.1 FIRE=RESISTANCE=RATED 45SEMBL�. PENETRATIONS SMALL 5E INSTALLED AS TESTED IN THE 4PPRCVED FIRE =RESISTANCE=RATED 5SEM5LT'. PER 1_R C_ R302 4_12 PENETRATION FIRESTOP SYSTEM. PENETRATIONS SMALL BE PROTECTED 5T' AN 4PPRCVED PENETRATION FIRESTOP S�'STE.M INSTALLED AS TESTED IN ACCORDANCE WITH ASTM E014 OR UL 1,4113, WITH A POSITIVE PRESSURE DIFFERENTIAL OF NOT LESS THAN 0.01 INCH OF WATER (3 PA) AND SMALL HAVE AN F RATING OF NOT LESS THAN THE REQUIRED FIRE=RESISTANCE RATING OF THE WALL OR FLOOR CEILING A55EM5L ' PENETRATED. R302.3 TWO-FAMILY DWELLINGS_ [DWELLING KNITS IN TWO=FAMILY DWELLINGS SMALL 5E SEPARATED FROM EACH OTHER E3Y WALL $ FLOOR ASSEMBLIES LAVING NOT LESS THAN A ONE=DOUR FIRE RESISTANCE RATING WHERE TESTED IN ACCORDANCE WITH ASTM E11'3, UL 263 OR SECTION OF THE INTERNATIONAL BUILDING CODE - FIRE =RESISTANCE =RATEID FLOOR/CEILING $ WALL ASSEMBLIES SMALL EXTEND TO $ 5E TIGHT AGAINST THE EXTERIOR WALL WALL A55EM5LIES SMALL EXTEND FROM THE FOUNDATION TO THE UNDERSIDE OF THE ROOF SHEATHIN - PROVIDE 5/0" TAPE X GW5 ON ADU CEILINGS $ 2 SIDES OF COMMON WALLS BETWEEN ADU 4 EXISTING DWELLING - NO PLUMBING OR HVAC; SMALL 5E PERMITTED RESUB IN ANC ONE =DOUR COMMON WALLS. Apr 20 2022 CITY OF EDMONDS ELECTRICAL SMALL 5E PERMITTED P�RI IN ALL ONE-HOEENRVICES WALLS Revision March 30, 2022 Q Z H 0 Up 0 W Lu Z �j (n CCZ2� wZ0a�> LLJwEC)a~wd �U�0 ��w 2w�w awxo==)LU o W O w I- -- m U) Z U~ w m z~ 0 w w c9 0 Z U U O w U w O N> L Z g 2 a Z W ~ > Z Z ww U Z U w Q Q U W[L W o z L Q w U 2 U W U W W 11 Q Z Z W m 2 W Q W a a o m 0 o U C) w W cnw W wcno=g w U CAz U Q d LL H 2 D � III �I 1-3 III "�Jl 4) �Q b I� c� Q) M--� i �3 CIA C) -J) '� F= Date April 18th, 2022 Sheet A3 W Z b U� N 0 0 3 �a< - M 03 DMo �zo ►V O mc� IV V/ C n m NEW Ail ACce-&&c`� [Dwel ire Unit AbolitI®�1 I A? Copyright2021 DEFINITIVE DESIGN GROUP Linda C boron y ADU PLAN �� L+� _n _rO y1 `7 L Y THESE DRAWINGS ARE COPYRIGHTED MATERIAL AND MAY NOT BE COPIED OR REDRAWN WITHOUT THE EXPRESSED 8605 Maplewood Lane L �%� p�f %� �%� (' T'n �' "yLC/ �7'` Ci?7i�����i �/ J i vI�ej WRITTEN CONSENT OF DEFINITIVE DESIGN GROUP. THESE DRAWINGS ARE LIMITED 1 �' .L 1 Edmonds, WA ���LL J�f��� ��� TO A SPECIFIC PROJECT FOR PERSONS NAMED HEREIN AND FOR THE II�q /���1 .402 � � 00(i ! �� i CONSTRUCTION OF ONE BUILDING. ANY OTHER USE OR REUSE IS STRICTLY PROHIBITED WITHOUT WRITTEN CONSENT �� �� / !�FgI77c5 i/ CCU FROM DEFINITIVE DESIGN GROUP. �//�'C?,,YC6 ADU PLAT SCALE= 1/4" = 1'-0" ALL NEW WINDOWS 4 GLASS DOORS SHALL MAINTAIN A MINIMUM U-FACTOR OF 030 ALL HEATING AND COOLING SYSTEM COMPONENTS INSTALLED INSIDE CONDITIONED SPACE. A MINIMUM OF -159. OF PERMANENTLY INSTALLED LAMPS IN LIGHTING FIXTURES SHALL BE HIGH -EFFICIENT LAMPS_ :MO5TAT 1) AND 32, SYMBOL LOCATION BATH/PWDR DESCRIPTION MIN. 50cfm INTERMITTENT @ .025" WG PER TABLE M1507.4 MIN. 400cfm INTERMITTENT @ .025" WG E F 50C FM eKITCHEN s F 400cfm PER TABLE M1507.4 (MAKE-UP AIR EREQ'D) LAUNDRY MIN. 180cfm INTERMITTENT)@ .025 WG laoTO cfm FUNCTION AND BE LABLES AS "WHOLE HOUSE FAN" & OPERATE 33% OF EVERY FOUR (4) HOUR PERIOD HABITABLE FRESH AIRE DIFFUSER SPACES MIN. 90cfm CONTINUOUS ALL DUCTWORK IN HEAT RECOVERY SYSTEM SHALL BE SIZED AND INSTALLED PER MANUFACTURER'S SPECIFACATIONS ]PLAN NOTES: STAIR PER IRC R3111. WOOD TREAD AND RISER UN_O. TREAD WIDTH AS INDICATED (10' MIN.)± MAX. RISER HEIGHT 1_15'. PROVIDE 3/4"-1-1/4' TREAD NOSING, W/ MAX RADIUS OF 9/16". NOSING BEVEL NO GREATER THAN 1/2 RISER AND TREAD DIMENSIONS SHALL NOT VARY MORE THAN 3/8" IN A SINGLE RUN. LOW WALL GUARD OPEN SIDE OF STAIR WELL. TOP OF WALL AT +3S' AFF (+36" AFF MIN)_ TYPE P-1 CONSTRUCTION. BRACE OPEN END W/ MULTIPLE STUDS EMBEDDED IN FRAMING. STAIR HANDRAIL PER IRC R311.7.8 FULL LENGTH OF STAIR ONE PROFILE PER NOTE *2. MIN. 1-1/2' CLEAR TO WALL. RETURN ENDS TO WALL. SIDE MIN. TOP AT +36" (34' MIN- 38" MAX.) HANDRAIL PROFILE PER NOTE 2_ MIN_ 1 1/2" CLEAR TO WALL. RETURN ENDS TO WALL SMOKE DETECTOR PER R314. LISTED AND LABELED W/ UL211, LINE VOLTAGE W/ BATTERY BACKUP. INTERCONNECT DETECTORS. PROVIDE COMBINED SMOKE/CO2 DETECTOR. VANITY COUNTERTOP m +3io" AFF. PROVIDE VENT BLOCKING a EACH TRUSS/JOIST SPACE W/ (3) 2" HOLES 4 1/8" WIRE MESH_ NET VENT AREA. 0.05228F/5LOCK C1521N EA_ SPACE) CONT. ALUMINUM. GUTTER. REFER ELEV FOR DOWNSPOUT LOCATIONS TEMPERED GLASS SHOWER DOOR_ 2' CONT. SOFFIT VENT, IN SOFFIT BELOW ROOF. PROVIDE MIN. 22"x30" ATTIC ACCESS ABV_ W/ PANEL_ WEATHER-STRIP PANEL AND INSULATE TO MATCH ADJACENT INSULATION. TUBS & SHOWERS. FIREBLOCKING IN ACCORDANCE W/ SECTION R602.8, IRC_ LIMIT SHOWER FLOW TO 2. 5 G.P.M, WALLS SHALL BE WATERPROOF TO A MIN. 10' ABOVE DRAIN INLET, ALL GLAZING INCLUDING WINDOWS WITHIN 60' OF STANDING/WALKING SURFACE SHALL BE SAFETY GLASS_ 32"x60" TUB/SHOWER W/ TILE SURROUND. PROVIDE WATERPROOF UNDER-LAYMENT AT SURROUND (SCHLUTER KERDI UNDER-LAYMENT, OR EQ, TYP.) 36 "x60" PREFAB WALK-IN SHOWER BASE W/ TILE SURROUND. PROVIDE WATERPROOF UNDER-LAYMENT AT SURROUND (SCHLUTER KERDI UNDER-LAYMENT, OR EQ, TYP.) FIRE BLOCKING & DRAFT STOPPING FIRE BLOCKING PER IBC SEC, 1172.1,71-121,14062.4, DRAFT STOPPING PER IBC -111A 4 7113 PLAN NOTES: MECHANICAL 100 CFM EXHAUST HOOD/FAN, VENT TO EXTERIOR IN SMOOTH -WALL GALV. DUCT, SIDE WALL DISCHARGE W/ HOOD AND BACKDRAFT DAMPER. GAS FIRED FORCEDAIR FURNACE PROVIDE OUTSIDE COMBUSTION AIR PER IXC MI101, CHAPTER 24, SECTON G240-1AND MANUFR INSTRUCTIONS. VENT TO EXTERIOR PER MANUFACTURER'S INSTRUCTIONS FOR FLUE SIZE, LENGTH, CLEARANCES, DISCHARGE, ETC, PROVIDE OUTSIDE FRESH AIR VENTILATION TO FORCED AIR UNIT AS REQ'D BY IRC AND IMC, GAS -FIRED WATER HEATER, INSTALL PER IRC M2005 AND MANUFACTURER INSTRUCTONS. INSTALL EXPANSION TANK PER IRC M2003. PROVIDE DRAIN PAN, CONNECT TO DOMESTIC DRAIN SYSTEM. PROVIDE OUTSIDE COMBUSTION AIR PER IRC M1-101 AND MANUFACTURER'S INSTRUCTIONS. VENT TO EXTERIOR PER MANUFACTURER'S INSTRUCTIONS FOR FLUE SIZE, LENGTH 4 DISCHARGE 4 CLEARANCES, ETC. RESUB Apr 20 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT EXPIRES 5/24/2023 Revision March 30, 2022 z � 0 Lu 0� O U z CD a co w >_ - w z w 0 U Z ~ W a w 0 C) a z W W w o H W a W X LL Q O = 5 w E CD w O m w w U) U_ m cn Z w 0 m u- z U O z W 2 N Lu x z 03: w" Oof w Q?j Q0❑aIx0❑ o 04 H ( 0 w a Q z W > z Z H z U w O t= �Q�:OwLL�H�❑z _�z Q 0 LLB U 2 U w U w W li ❑ _ W Q Z Z~ W 2❑ w Qwacq❑FHm❑ U 0 U) 5Qwcn0=g oI_- oU m o 5 z ¢ a LL N �ll �ll 'wJl I �I o O � �y 11 U O • P-1� �ry M Date Apr 118th, 2022 Sheet A+02 N 6 z Q� �D �6 DRYER VENTS PER TABLE M1507.4 & VENTED THE OUTSIDE ALL FANS TO BE VENTED TO THE OUTSIDE 3 0 03 < y m0< TT DMO 1'1 Xzo O r^ Y/ mtnO IV ZMz O C <0 M� IM tv Ar Acces5or� E)Welline uric Addit or dw d Copyright2021 DEFINITIVE DESIGN GROUP Linda C boron y UPPE� FL®®� — * ) �e�+i�y7 y'1 �7 � L Y THESE ALAND MAY N COPYRIGHTED MATERIAL AND MAY NOT BE COPIED OR REDRAWN WITHOUT THE EXPRESSED -� _ 8605 Maplewood Lane p ���� j'n �' L cceylQi 77 All h S .L i' wevtW P T WRITTEN CONSENT OF DEFINITIVE DESIGN GROUP. THESE DRAWINGS ARE LIMITED TO A SPECIFIC PROJECT FOR PERSONS Edmonds, WA JJ // 22�22 NAMED HEREIN AND FOR THE ly402 310 00(o 1 ! �� i CONSTRUCTION OF ONE BUILDING. ANY OTHER USE OR REUSE IS STRICTLY PROHIBITED WITHOUT WRITTEN CONSENT tv / _g/77c7il-00/77 FROM DEFINITIVE DESIGN GROUP. Farcel No, Leea I ��scri�tio+re ro'-V" -1'-2)/q" 3,_-1,, U PPERIN1 L C-)K 1I 1"1 .A\ ENERGY CODE COMPLIANCE 2010 W.S.E.C. TABLE 4062 SUMMARY OPTIONS 1a Efficient Building Envelope 1a 0.5 credits 2a Air Leakage Control and Efficient Ventilation 2a 0.5 credits 3b High Efficiency HVAC 3b 1.0 crediVs 5c Efficient Water Heating 5c 1.5 crediUs TOTAL CREDITS USED 3.5 FRESH AIR PROVIDED BY WHOLE HOUSE FAN WITH FRESH AIR PORT OF A NET 4 SQ. IN. MINIMUM OPENING AT EACH HABITABLE ROOM. PROVIDE AN EXHAUST FAN FOR OUTSIDE AIR CIRCULATION THRU AIR INLETS LOCATED IN EACH HABITABLE ROOM, EXHAUST FAN TO BE ACTUATED BY A TIMER SWITCH. ALL NEW WINDOWS a GLASS DOORS SHALL MAINTAIN A MINIMUM U-FACTOR OF 02a PER TABLE R402.1.1 ALL HEATING AND COOLING SYSTEM COMPONENTS INSTALLED INSIDE CONDITIONED SPACE. A MINIMUM OF 7590 OF PERMANENTLY INSTALLED LAMPS IN LIGHTING FIXTURES SHALL BE HIGH -EFFICIENT LAMPS. KEY NOTES OON -DEMAND WATER HEATER (MIN. EF=0.14) © GAS FURNACE (AFUE=B451.) © 2x5 BLOCK 6 54" ABOVE FIN. FLOOR FOR THERMOSTAT 2018 W.SE.C. WHOLE HOUSE VENTILATION INTERMITTENT WHOLE HOUSE VENTILATION USING EXHAUST FANS PER TABLE M1507.3, TABLE M150-13.30) AND TABLE M150-13.3(2). PROVIDE CONTROLS PER M1501.32, SHALL COMPLY WITH WSEC R403.6 SYMBOL LOCATION DESCRIPTION GC1;F BATH/PWDR MIN. 50cfm INTERMITTENT @ .025" WG 50cfm PER TABLE M1507.4 GC'KITCHEN MIN. 400cfm INTERMITTENT @ .025" WG 4��cfm 4 PER TABLE M1507.4 (MAKE-UP AIR REQ'D) LAUNDRY MIN. 180cfm INTERMITTENT)@ .025 WG 18 la(Dcfm TO FUNCTION AND BE LABLES AS "WHOLE HOUSE FAN" & OPERATE 33% OF EVERY FOUR (4) HOUR PERIOD HABITABLE FRESH AIRE DIFFUSER SPACES MIN. 90cfm CONTINUOUS ALL DUCTWORK IN HEAT RECOVERY SYSTEM SHALL BE SIZED AND INSTALLED PER MANUFACTURER'S SPECIFACATIONS DRYER VENTS PER TABLE M1507.4 & VENTED THE OUTSIDE ALL FANS TO BE VENTED TO THE OUTSIDE PLAN NOTES: STAIR PER IRC R311.1: WOOD TREAD AND RISER UN.O, TREAD WIDTH AS INDICATED (10" MIN.) MAX. RISER HEIGHT 115". PROVIDE 3/4"-1-1/4" TREAD NOSING, W/ MAX RADIUS OF 9/16", NOSING BEVEL NO GREATER THAN 1/2", RISER AND TREAD DIMENSIONS SHALL NOT VARY MORE THAN 3/0" IN A SINGLE RUN, LOW WALL GUARD OPEN SIDE OF STAIR WELL. TOP OF WALL AT +39" AFF (+3(o" AFF MIN), TYPE P-1 CONSTRUCTION, BRACE OPEN END W/ MULTIPLE STUDS EMBEDDED IN FRAMING. STAIR HANDRAIL PER IRC R311.-LB FULL LENGTH OF STAIR ONE PROFILE PER NOTE *2. MIN. 1-1/2" CLEAR TO WALL. RETURN ENDS TO WALL. SIDE MIN, TOP AT +36" (34" MIN- 36" MAX.) HANDRAIL PROFILE PER NOTE 2. MIN, 1 1/2" CLEAR TO WALL. RETURN ENDS TO WALL SMOKE DETECTOR PER R314. LISTED AND LABELED W/ UL217, LINE VOLTAGE W/ BATTERY BACKUP. INTERCONNECT DETECTORS. PROVIDE COMBINED 6MOKE/CO2 DETECTOR VANITY COUNTERTOP 9 +36" AFF PROVIDE VENT BLOCKING a EACH TRUSS/JOIST SPAGE W/ (3) 2" HOLES 8 1/a" WIRE MESH, NET VENT AREA: 0.05225F/5LOCK (I.521N EA. SPACE) CONT. ALUMINUM. GUTTER. REFER ELEV FOR DOWNSPOUT LOCATIONS TEMPERED GLASS SHOWER DOOR 2" CONT. SOFFIT VENT, IN SOFFIT BELOW ROOF. PROVIDE MIN, 22"x30" ATTIC ACCESS ABV, W/ PANEL. WEATHER-STRIP PANEL AND INSULATE TO MATCH ADJACENT INSULATION. TUBS & SHOWERS- FIREBLOCKING IN ACCORDANCE W/ SECTION R602.8, IRC. LIMIT SHOWER FLOW TO 2, 5 G.P.M. WALLS SHALL BE WATERPROOF TO A MIN. -10" ABOVE DRAIN INLET. ALL GLAZING INCLUDING WINDOWS WITHIN 60" OF STANDING/WALKING SURFACE SHALL BE SAFETY GLASS. 32"x60" TUB/SHOWER W/ TILE SURROUND. PROVIDE WATERPROOF UNDER-LAYMENT AT SURROUND (SCHLUTER KERDI UNDER-LAYMENT, OR EQ, TYP.) 36 "x60" PREFAB WALK-IN SHOWER BASE W/ TILE SURROUND. PROVIDE WATERPROOF UNDER-LAYMENT AT SURROUND (SCHLUTER KERDI UNDER-LAYMENT, OR EQ, TYP.) FIRE BLOCKING & DRAFT STOPPING FIRE BLOCKING PER IBC SEC. -11-12.1,1112.1,14062.4. DRAFT STOPPING PER IBC -11-1.4 e -11-1.3 PLAN NOTES: MECH,4NIC,4L 100 CFM EXHAUST HOOD/FAN, VENT TO EXTERIOR IN SMOOTH -WALL GALV. DUCT, SIDE WALL DISCHARGE W/ HOOD AND BACKDRAFT DAMPER GAS FIRED FORCEDAIR FURNACE PROVIDE OUTSIDE COMBUSTION AIR PER IXC M1701, CHAPTER 24, SECTON G2401AND MANUFR INSTRUCTIONS, VENT TO EXTERIOR PER MANUFACTURER'S INSTRUCTIONS FOR FLUE SIZE, LENGTH, CLEARANCES, DISCHARGE, ETC. PROVIDE OUTSIDE FRESH AIR VENTILATION TO FORCED AIR UNIT AS REQ'D BY IRC AND IMC, GAS -FIRED WATER HEATER, INSTALL PER IRC M2005 AND MANUFACTURER INSTRUCTONS. INSTALL EXPANSION TANK PER IRC M2003, PROVIDE DRAIN PAN, CONNECT TO DOMESTIC DRAIN SYSTEM, PROVIDE OUTSIDE COMBUSTION AIR PER IRC M1-101 AND MANUFACTURER'S INSTRUCTIONS. VENT TO EXTERIOR PER MANUFACTURER'S INSTRUCTIONS FOR FLUE SIZE, LENGTH 4 DISCHARGE 4 CLEARANCES, ETC. RESUB Apr 20 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT EXPIRES 5/24/2023 Revision March 30, 2022 O z o z CI o o w w z w 0� 0 U C� oz �w_ 0 Lu Ld LU Cz7a�>Jw ZUa U) z Z>- O w a p U a Z_ w �_ w a w X w a 0= w t= U` (n w o m w w w1­- m 0 a' Z w m C� 0 L z U O z w �o�Z�O?jwwOof�w CV W Q~ Q O m w a O m O N Z CD g 0 w CIa w Q Lu > Z D� Z W U Z O (n Q tz Q� O W w o z L Q� w U 2 U W O W w LL �p Q Z~ w 2 2 w a 0 m m o U w a¢ cn w of Z) Q w cn 0= g � 2 of of 0 z 00 Q m LL O 1 'V II� "mD 0 U O O Date 4pril 10th, 2022 Sheet A532 23'-4" I ,' ' I FSE-5011, wil B ZOE Me) (W M) M I FOUNDATION NOTES: CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS 4 CONDITIONS PRIOR TO CONSTRUCTION. SUPPORT BEAMS TO BE 4x12 #2 HF (HEM. FIR), UNO PROVIDE SOLID BLOCKING OVER SUPPORTS. BRG POSTS TO BE P.T. 4x6 02 HF 4 P_T. 4Xa 02 HF a BEAM JOINTS, UNLESS NOTED OTHERWISE ON PLANS PROVIDE (o MIL. V16OUEEN VAPOR BARRIER (VVB) OVER ENTIRE CRAWL SPACE AND UP TO TOP OF STEM WALLS ALL FOOTINGS TO REST ON UNDISTURBED SOIL, ALL WOOD IN CONTACT WITH CONC_ TO BE PRESSURE TREATED, INSULATE, VENT AND FINISH SOFFIT IN ANY/ALL CANTILEVERED AREAS. STEP FOUNDATION PER SITE CONDITIONS_ 1500 P.S.F. ASSUMED SOIL BEARING CAPACITY SHALL BE VERIFIED IN FIELD. o DENOTES BRG LOAD FROM ABOVE. SIMPSON STRAP - SEE PLAN FOR LOCATIONS INSTALL HOLDOWNS 2" FROM ALL CORNERS AND WINDOW ROUGH OPENINGS REFER MANUFACTURER'S SPECIFICATIONS �Q FOR FURTHER INFORMATION ANCHOR BOLTS PROVIDE 5/0" DIA. x 10" EMBED AB. W/ 3" PLATE WASHERS (GALV) o 48" O_C. 4 12" MAX FROM FOUNDATION CORNERS CONCRETE BR'G ]HAD 4x6 POST W/ SIMPSON CC46 TOP, TYP, U.N.O. (FOOTINGS a PERIMETER) 24"x24"x12" DP GONG, BRG PAD W/ (3) #4 REINF. 24 EACH WAY a BOTTOM INSTALL SIMPSON E5P46 PER MANUF. SPEC. 4x�o OR 4xa POST W/ SIMPSON CC4& TOP (INTERIOR FOOTINGS) 30`x30"x15" DP CONC, BRG PAD W/ (4) #4 RE INF. EACH WAY a BOTTOM 30 INSTALL SIMPSON E5P46 PER MANUF. SPEC. 4x(o POST W/ SIMPSON CC4(o TOP 3�o "x3(o "xI5` DP GONG_ BRG PAD W/ (5) #4 REINF. EACH WAY a BOTTOM INSTALL SIMPSON E5P46 Pro PER MANUF. SPEC_ CRAWL SPACE VENTILATION FL®®IRX FRAMING NOTES: CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS 4 CONDITIONS PRIOR TO CONSTRUCTION, ALL BEAMS 4 HEADERS TO BE 4x10 DF2, U.N.O. PROVIDE SOLID BLOCKING OVER SUPPORTS. PROVIDE FIRE BLOCKING a ALL PLUMBING PENETRATIONS. WINDOW 4 DOORS ARE SHOWN 4 NOTED AS NOMINAL SIZES. WINDOW HEADERS a 6'-10" ABOVE SUB -FLOOR, U.N.O. ( ®), (®), ([]) OR SIM, INDICATES NUMBER OF 2x STUDS OR POST REQUIRED a POINT LOAD ALL WOOD IN CONTACT WITH CONC, TO BE PRESSURE TREATED. EXTERIOR WALLS TO BE 2x(o STUDS a 16" O.C_ w/ R-21 INSULATION, U.N.O. INSTALL SIMPSON CONC. TO WOOD HOLDOWNS 1 1/2" FROM CORNERS 4 WINDOW ROUGH OPENINGS, ALSO SEE MANUFACTURER'S SPECS. SMOKE DETECTORS. * SHALL BE 110 V INTERCONNECTED W/ BATTERY BACKUP * SHALL BE INSTALLED ON EACH FLOOR AND IN ALL BEDROOMS AND SHALL BE INSTALLED IN EACH LOCATION WHERE THERE IS A CEILING CHANGE GREATER THAN 24" DOUBLE JOISTS UNDER SHEARWALLS 4 BEARING WALLS ABOVE. CONNECTION NOTES: ALL CONNECTIONS OF JOIST OR BEAM HANGERS, BOLTS OR NAILS WITH PRESSURE TREATED WOOD ARE TO BE A MINIMUM OF TRIPLE ZINC "ZMAX" (GI55 PER ASTM A(o53) HOT DIP GALVANIZE (ASTM A123 FOR CONNECTIONS AND ASTM 153 FOR FASTENERS AND ANCHORS). T`r'P. EXTERIOR WALL IHDU5 PER PLAN UNBALANCED BACKFILL P.T. 2x(o &ILL PLATE UJ/ 5/0" DIA. x 10" A.B. UJ/ 3/1ro"x2 "x2" PLATE UJASHER& a 48" O.0 UNLESS NOTED OTHERWISE PER SIHEARWALL SCIHED. EMBED T" (MIN.) EMBED ANCHOR BOLTS A MAXIMUM OF 12 INCHES FROM FOUNDATION CORNERS N -- #4 CONT. RE INF a PROVIDE 1 SQ, FT. VENTILATION w TOP OF STEM WALL PER 150 SQ, FT, CRAWL SPACE Z 900 SQ, FT, CRAWL SPACE / 150 = - ro SQ. FT. VENTILATION REQ'D INSTALL 09) 7x14 VENTS IN STEM WALLS #4 CON7_ HORIZONTAL co n REINF. BAR e 1ro" O_C, 4" DIA. PERF. #4 VERT_ RE INF. R FTG DRAIN IN BAR 1(0" O.G. WASHED ROCK 4" S" 4" COVER ALL (2) #4 CONT. REINF. =T 29/52 AROUND BAR 3 FROM BOTTOM RE B READ -4 OF GONG_ FOOTING A 20 2022 ]�®lLTNDATION DETAIL CIT EPART OF MONDSDEVELOPMENT SERVICES (-,)_TjtY)yjPt. DEPARTMENT NO SCALE EXPIRES 5/24/2023 Revision March 30, 2022 Z H Q o 0p 0 w Lu Z co w oLuo O c O U' cz7aU)>�w Z�c�o: O o H w a p U) Z 0 Z o d Z � w �_ - H of IL w x LL a 0 m n w 0 U) O m w w w w m cn Z w w 0= u z U O z w c7 0� z 03: W w O o w cV Lu Q? ~QO w O0 N b 2 0 w o a Q z Ow > zo�z zOcn Z Q Q O w=�� 0 o z QLL. p Q Z z w m _ w O Lu w ¢Lua o m0 Q D U)LuOf Qwcn0=g �2� of 0 z0QLL 0 m v II� b b O O U 4.0 O Date April 10th, 2022 &heet A6 HANDRAILS ARE REQUIRED AT STAIRS WITH 70UR I OR MORE RISERS. ALL HANDRAILS TO BE LOCATED ■ i34" TO 38" ABOVE TREAD NOSING. OPEN SIDES OF I 'STAIRS MORE THEN 30" ABOVE ADJACENT FLOOR SHALL HAVE HANDRAILS & GUARDRAILS. THE ■ HANDGRIP PORTION SHALL HAVE A CROSS ■ (SECTIONAL DIMENSION OF 1'/4" TO 2". IRC R311.7.8. (3)-2x8 BEAM RIP TOP FOR DRAINAGE GUARDRAILS SHALL BE DESIGNED TO RESIST A 'CONCENTRATED LOAD OF 200 POUNDS IN ANY DIRECTION AT THE TOP OF THE GUARDRAIL. INFILL COMPONENTS SHALL BE DESIGNED TO RESIST A HORIZONTAL LOAD OF 50 POUNDS OVER A ONE SQUARE FOOT AREA. IRC R301.5. 11\0117vo (i BALLOON FRAt 11NG iDECK CONSTRUCTION TO CONSIST OF APPROVED WOODS OF NATURAL RESISTANCE TO DECAY OR I I BE TREATED WOOD AND LABELED ACCORDINGLY. ■ I RC R317.1 & R317.2 EXIST. FLOOR JOISTS CONNECTION DOTES - ALL CONNECTIONS OF JOIST OR BEAM HANGERS, BOLTS OR NAILS WITH PRESSURE TREATED WOOD ARE TO 5E A MINIMUM OF TRIPLE ZING "ZMAX" (G185 PER ASTM Aro53) HOT DIP GALVANIZE (ASTM A123 FOR CONNECTIONS AND ASTM 153 FOR FASTENERS AND ANCHORS). TYP GL B TO W6 SCALE: 3/4' = 1'-0" SIMPSON TOP FLANGE JOIST HANGER J5210A 4"x4" 2C ga METAL FLASHING W1 DRIP EDGE PROVIDE SOLID SHIMS UNDER W( FLOOR JOIST (2) %"0 x 5" LAG SCREW& W1 2 "(0 PLATE WASHERS INTO BOTTOM OF GLB FLR JST TO W6 SCALE: 3/4' 1'-0" rA IVA= 3x ATOP STEEL BEAM ATTACH W1 1/2" THRD'D ROD WELDED TO TOP FLANGE a 32" O.C. COUNTERSINK BOLTS FLUSH W1 TOP OF TIMBER DECK JOIST DECK LEDGER RIM JOIST 1 1/5" T4G PLY DeCK 4"x4" 26ga "X" BANDED METAL T_S_P. FLASHING I MIN, SLOPE DN 1/0 IN. PER FT. Wro PER PLAN (5EYOND) FLOOR FRAMING DOTES: CONTRACTOR SHALL vERIF1' ALL NOTES, DIMENSIONS 4 CONDITIONS PRIOR TO CONSTRUCTION. ALL BEAMS 4 HEADERS TO 5E (2)-2x8 *2 HF, U.N.O. PROVIDE SOLID BLOCKING OVER SUPPORTS. PROVIDE FIRE 5LOGKING 'a ALL PLUMBING PENETRATIONS. WINDOW 4 DOORS ARE SHOWN 4 NOTED AS NOMINAL SIZES. WINDOW HEADERS -s ro'-10" 45OVE SUB -FLOOR, U.N.O. ALL WOOD IN CONTACT WITH GONG. TO 5E PRESSURE TREATED. EXTERIOR WALLS TO 5E 2x(o STUDS Im 16" O.C. w/ R-21 INSULATION, U.N.O. INSTALL SIMPSON GONG. TO WOOD HOLDOWNS 1 1/2" FROM CORNERS 4 WINDOW ROUGH OPENINGS, ALSO SEE MANUFACTURER'S SPECS. SMOKE DETECTORS: * SHALL 5E 110 V INTERCONNECTED W1 BATTERY BACKUP * SHALL 5E INSTALLED ON EACH FLOOR AND IN ALL BEDROOMS AND SHALL 5E INSTALLED IN EACH LOCATION WHERE THERE IS A CEILING CHANGE GREATER THAN 24" D5L JOISTS UNDER SHEARUALLS 8 BEARING WALLS ABOVE. DENOTES BEARING WALLS 5ELOW SEE FLOOR PLAN SHTS A3 4 A4 FOR SHEARWALL TYPES AND LOCATIONS 0 DENOTES BEARING POINT LOAD FROM ABOVE }E3/&x-4x �n CNTR'D ABT POST BELOW W6 TO TIMBER POST 11:1110 1111ii! SCALE: 3/4' 1'-0" 12'-g" BEAM SPAN LIMITS OF 3x ATOP Wro BEAM UPPER FLOOR EXTERIOR WALL G Wfo PER PLAN We e SIM, I�<TYP N TIMBER POST PER PLAN Craft Koom 3/4" T4G PLY SUB -FLOOR OR 065 021 JOIST HANGER FLR JOIST RESUB DECK RIM PER PLAN JOIST (P.T.) ///��� /// Apr 20 2022 5e d �OOm J /, GLB PER MAIN FLOOR CITY OFEDMONDS PLAN WALL PER PLAN DEVELOPMENT SERVICES DEPARTMENT MAIN FLOOR EXTERIOR WALL lli 1111 lik"Ill llll lllll 1111, SCALE: 3/4" = 1'-0" EXPIRES 5/24/2023 Revision March 30, 2022 Z H ZD (D p U Z O p O p W LD Z CO ILL Lu O o U OZ C� Z zU> 7aW~wwa JZUa 0,w0�o'2D D- W X C/) omwwUW�MCOEZ U H w D'w9L LL Q o= 5 W r- C9 p z~ F W D Lu � p 0 zz CV Lu Q C� 0 w U- Or - ~ Q O p O O p N 0 Z z Q Q� w a Q Z U H> Z W O Z o 0 O w u- H p Z .L CL �p Q Z o w w U 2 U W U ILL w¢ LL Z~ w 2 p 2 W a p Co U C) cnwo' H 2 w�( 0QwcnU=g z OU Q d u- N ill O 4 S:� b q, -% , n1 W ill (N v "A 4H b 0 cf) o O Ln •� �v :7) Date April lath, 2022 Sheet A7 ELASTOMERIC DECK COATING INSTALLED PER MANUF, SPEC. L 1"1"1 - I�I' 1 1 1�.I SCALEr 1/4'-P-0' .S. ]I�®0F ]FlxRxAMING NO S: CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS d EXISTING CONDITIONS PRIOR TO START OF CONSTRUCTION ALL BEAMS AND HEADERS SHALL BE (2)-2x8 *2 HF, UNLESS OTHERUJ16E NOTED ON PLANS PROVIDE VENT BLOCKING OVER SUPPORTS INSTALL SHEAR WALLS AND/OR BLOCKING IN ROOF STRUCTURE PRIOR TO INSTALLATION OF FINISH ROOFING MATERIALS ROOF VENTILATION ATION PROVIDE I S.F. VENTILATION FOR EVERY 150 S.F. OF ATTIC SPACE. 1/2 REQ'D VENTILATION TO BE AT ROOF RIDGE ATTIC SPACE 140 DIVIDED BY 150 TOTAL S.F. VENTILATION REQUIRED 4.93 PRE -MANUFACTURED TRUSSES ALL MANUFACTURED WOOD ROOF TRUSSES SHALL BE: * STAMPED BY AN ENGINEER LICENSED IN THE STATE OF WASHINGTON * INSTALLED AND BRACED PER ENGINEERS SPECIFICATION * SHALL HAVE DESIGN DETAILS 8 DRAWINGS ON SITE AT ALL TIMES DURING CONSTRUCTION AND FOR FRAMING INSPECTION * SHALL NOT BE FIELD ALTERED IN ANY WAY WITHOUT PRIOR BUILDING DEPARTMENT APPROVAL OF ENGINEER'S CALCULATIONS TYPICAL ROOF SHEATHING I/I6" O.S.B. PLYWOOD, INDEX 32/lro, UNBLOCKED, w/ FACE GRAIN PERPENDICULAT TO FRAMING BELOW. NAIL AS FOLLOUJS: DIAPHRAM BOUNDARY B OVER EXT. SHEARUALLS ad m ro O.C. ALL SUPPORTED EDGES ad a 6" O.C. FIELD ad @ 12" O.G. ROOF OVER -FRAMING USE 2x8 RIDGE BEAM 8 2x(o RAFTERS AT OVER -FRAMED AREA DENOTES OVER -FRAMED ROOF AREAS MATCH EXISTING ROOF SLOPE MATCH CONTRACTOR TO VERIFY 8 MATCH EXISTING EXIST, ROOF SLOPE 8 SPAN DISTANCE PRIOR TO START OF DECONSTRUCTION, RESUB Apr 20 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Po �WAyM"V 27752 p 2 /STE�� l�� NA L ENG\� EXPIRES 5/24/2023 Revision March 30, 2022 Q z H F'5 C) co J W In U 0 w LLl z (/) 0 w 0~ O U Z Z = w U) j co � O OU c9 a w w z cn z� w O Oui U a z w� w o-W � (n W P- w a w X E a O x D w L: (D O m Lu w U U- m W W z U w 0 z~ W w x c9 p W Oz Ow w Ow p W x w U) < z o� Z O O Oz m CVO L 0)Z O Lu x o z w > Z 0 z (� W O �_ Q Q O W LL W F- p Z Q o w U Z:U w U w wLL o Q� z~ w x x~ w w W¢ a co o� H m 0 O U p cn wcr x Q w cn x g H 2 w C z U OQ C N �ll 0 I b P� F� E--� c{1 U ''--' W ob Date April 18th, 2022 Sheet A8 111 Basic Decks Placement of Lag Screws and Bolts in Ledgers and Band Joists (Reference IRC Table 507.2.1) Minimum End and Edge Distance and Spacing Between Rows Top Edge Bottom Edge Ends Row Spacing Ledger a 2 inches d 3/4 inch 2 inches b 1 5/8 inches b Band joist' 3/4 inch 2 inches e 2 inches b 1 5/8 inches b For SI: 1 inch = 25.4mm a. Lag screws or bolts must be staggered from the top and bottom along the horizontal run. See figure below. b. Maximum 5 inches. c. For engineered rim joists, the manufacturer's recommendations govern. d. The minimum distance from the bottom row to the top edge of the ledger must be in accordance with figure below. e. 2 inches may be reduced to 3/4 inch when the band joist is directly supported by a mudsill, header, or by double top wall plates. Placement of Lag Screws and Bolts in Ledgers (Reference IRC Figure 507.2.1(1)) LAG SCREW OR BOLT STAGGER FASTENERS 51 2.... LEDGER IN 2 ROWS ® ® 2" MIN ® 5.5" MIN FOR 2X8 6.5" MIN FOR 2X10 7.5" MIN FOR 2X12 *DISTANCE CAN BE REDUCED TO 4.5" IF LAG SCREWS ARE USED OR IF BOLT SPACING IS REDUCED TO THAT OF LAG SCREWS TO ATTACH 2X8 LEDGERS TO 2X8 BAND JOISTS. Placement of Lag Screws and Bolts in Ledgers (Reference IRC Figure 507.2.1(2)) EXTERIOR EXISTING STUI Existing 2x BAND JOIST OR ENGINEERING RIM BOARD Basic Decks Deck Construction Notes • Please note that due to the new 60 psf loading, previous lumber spans and footing sizes have changed. • The illustrations and information in this Tip Sheet may be used for decks whether or not they require a permit. See Tip Sheet 0 for when a permit is required. • All wood must be pressure treated or naturally resistant to decay. Treat cuts, holes and notches with end -cut solution. • Fasteners, hangers, nails, etc., must be stainless steel, hot -dipped galvanized, or as specifically required for the specified wood preservative used. The coating weights for zinc -coated fasteners to be in accordance with ASTM A 153. Provide documentation in the field showing the required fastener protection for the wood chosen for your deck. • You may modify any components of this Tip Sheet using accepted engineering practices. Any modifications must be reviewed prior to permit issuance. All attachments must be per manufacturer's installation instructions. • This Tip Sheet is intended to represent good construction practices for deck construction and related IRC requirements. See related Tip Sheets- 1 for stairs, 2 for handrails, and 3 for guards. Twical Deck Section 36" minimum high guard Exipirg with intermediate rails spaced so chef to sphere 4' in diamett cannot See detail 1 page 4 pass through (See Tip for ledger attachment Sheet 3) See detail 2 options _ page 4 for guardrail Decking / post connection Secure ballusters IV. T with 11 #8d wood DECK JOIST P _AG SCREWS OR BOLTS JOIST HANGER GENERAL INFORMATION: • The intent of this Tip Sheet is to provide a general understanding of the code requirements and does not address the subject in great detail. • Additional information can be obtained from your local participating jurisdiction. Page 6 of 6 Notre: Contractor to field verify adequacy of solid lumber for ledger connection. U_L Y4' spacing recommended_. for drainage - l l an exitexit or egress 06mi the existing building passes Wider tht3 proposed deck, or if there ie-Aft-existing patio -under the pbposed deck. 6'-8' mirift rn clearance must be maintained. Please indicate openings in existing wall to elevation view. screw top & bottom �o -,Knee braces are required if distance from grade to top of post exceeds 48 See detail on page 3. - 4x4 posts min. w max_ height and 6x6 for 8'-0" to 10'-0"max. height Manufactured post base with 1 " standoff. 3,000 psi concrete '_(no special Inspection required) Ins re o� P q ) �* Finished grade U r I�11=11=11IlII�'ll: GENERAL INFORMATION: ec yGov.net 0 The intent of this Tip Sheet is to provide a general understanding of the code requirements and does 20 oCltyGovAlhanw not address the subject in great detail. • Additional information can be obtained from your local participating jurisdiction. Page 2 of 6 Basic Decks Post to Beam Connection w/ Knee Brace (Knee braces are required on posts greater than 4 feet in height.) Or 1i3 the h6oht of -the post;r° Beams splices must occur whichever o'greatei p over posts with 1-1/2" min. bearing Corrosion resistant, �'?' min. metal column cap. - _ Girgr-beam Follow manufacturer installation nstrucbons. 4 5• Alternate Knee Brace Detail J 2x4 knee brace face nailed ea sider0f..1 post and beam with 4-16d nails at each face and connection (1) 3/8" diameter thru-bolt or 112 " lag screws with washers, top & bottom (typical) Pressure treated wood post Guardrail Attachment (Guardrails are required when the deck is more than 30 inches above grade.) tr 4x4 min. post 111`' 7 A %s" O.D. galvanized bolt A , --r/ @ 60" o.c. max., Typ or threaded rod wl nuts & washers 2;Z min and 5" max Min. 1800# tension device O.D. galvanized bolt or threaded rod w/ nuts & washers 2"min ' 2f" min and 5" max 2"min= Note: Use above details for guard connections or provide engineered design that shows Guards can resist a single concentrated load of 200 Ibs applied in any direction at any point along the top and have attachment devices and supporting structure to transfer this load to appropriate structural elements of the building per IBC sec 1607.7.1.1 O 'O Section A 2x8 min. blocking 2"min q An. 1800# tension straps "�A Section B GENERAL INFORMATION: ec yGov.net 0 The intent of this Tip Sheet is to provide a general understanding of the code requirements and does 2005, eCltyGa+Allance not address the subject in great detail. • Additional information can be obtained from your local participating jurisdiction. Page 3 of 6 /�j -a e0tyGov.net M0 - eCityGa.•Alliance RESUB Apr 20 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Revision March 30, 2022 z 0 0 O o W Z U z w g W O Ut c=7a�>Jw w~ O d (D w a 0 w 0 Z Q W CD >_ d w X (n O m W W O W (Y — H D_ i O= D w 0 W IL m (n Z 0 z~ W c7 0 Oz ~ N W¢>-�~ O W O O w Q O 0 W D O D 0 as Q OW N 0� O= ~3: Z Q w Z LU O w tL � O� O z Q� O Q� O LU W Q U= U LU U LU W[L Z �mo W O W v�W�0�0 � Q o 2z>_00 0 z 0 0Q a LL � III ill III "�Jl 'V v � w U < ►-� o W Date April 15th, 2022 Sheet A9 Z �6 Hold-down or tension device with 1500 # Ca pacity Flashing 9 'Beck Joist Detail 1 - Ledger Attachment for Lateral Loads (Knee braces are required on posts greater than 4 feet in height.) Fluor sheath! ng nailing at 6' o.c. (max) to joist with hold-down . Sheathing Siding Flashing Decking Joists Joist Hangers Treated 2x ledger Floorjoist 750# capacity holddown at 4 locations evenly distr along the deck and within each end. Install per manuf� Option # 1 (Required for New Construction) Fully threaded 3/8" diameter k predrilled with a minimum of 3 in embedment into solid framing. Basic Decks or joists %JPLIVl1 fr L (Existing Construction Only) Deck Connections (All fasteners, nails, bolts, screws and connectors must be corrosion resistant.) Connection: Fastening: Manufactured Connectors Follow manufacturer's instructions Post to Footing Post base is required Post to Footing (High Winds) Consult with jurisdiction about additional uplift loads where wind exposure is greater than Risk Category B. Post to Beam Connector is required Ledger to House Framing See information on Sheet 5 and Sheet 6 Joist to Beam or Girder (3) 8d — Toe nailed Blocking or Bridging to Joist (2) 10d —Toe nailed @ each end Wooden Deck Boards (2) 8d threaded nails OR (2) No. 8 screws Composite Decking Follow manufacturer's instructions GENERAL INFORMATION: • The intent of this Tip Sheet is to provide a general understanding of the code requirements and does not address the subject in great detail. • Additional information can be obtained from your local participating jurisdiction. Page 4 of 6 Basic Decks Span Table and Footing Schedule for Decks Spans and footings assume the maximum 24" cantilever using Hem-Fir/Doug Fir No. 2 or better framing lumber. Table uses 70 Dsf. loadina (10 csf. dead load + 60 Dsf live load) and 2000 Dsf. soil bearina Dressure. Joist Size Joist Spacing Max. Joist Span Girder Beam Size and Max. Span Between Support Posts / Footing Type 4x6 Footing 4x8 Footing 4x10 Footing 4x12 Footing 12" o.c. 7'-5" 5'-11" 14x14 7'-9" 16x16 9'-6" 18x18 11'-11, 18x18 2x6 16" o.c. 6'-9" 5'-11" 14x14 7'-9" 16x16 9'-6" 18x18 11'-11, 18x18 24" o.c. 5'-9" 6'-3" 14x14 8'-9" 16x16 11'-01, 18x18 12'-10" 18x18 12" o.c. 9'-7" 4'-11" 14x14 6-6" 16x16 8'-3" 18x18 10'-01, 20x20 2x8 16" o.c. 8'-8" 4'-11" 14x14 6'-6" 16x16 8'-3" 18x18 10'-0" 18x18 24" o.c. 7'-7" 5'-11" 14x14 7'-9" 16x16 9'-6" 18x18 11'-11, 18x18 12" o.c. 13'-3" 3'-6" 14x14 4'-8" 16x16 5'-11" 18x18 7'-2" 18x18 2x10 16" o.c. 11'-6" 4'-1" 14x14 5'-5" 16x16 6-11" 18x18 8'-5" 20x20 24" o.c. 9'-5" 4'-11" 14x14 6'-6" 16x16 8'-3" 18x18 10'-0" 20x20 12" o.c. 15'-5" 3'-1" 14x14 4'-1" 16x16 5'-2" 16x16 6'-3" 18x18 2x12 16" o.c. 13'-4" 3'-6" 14x14 4'-8" 16x16 5'-11" 18x18 7'-2" 18x18 24" o.c. 10'-111, 4'-1" 14x14 5'-5" 16x16 6'-11" 18x18 8'-5" 18x18 Footings must have a minimum reinforcement of (2) #4 bars each way with a 3" clearance to the bottom of the footing. Note: Footing sizes are based on decks designed with single span joists where there is no center bearing beam. Deck Ledger Connection to Band Joist a, b (Reference IRC Table R507.2 - Deck live load = 60 psf, deck dead load = 10 psf, snow load<_ 40 psf) For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound per square foot = 0.0479 kPa. Joist Span 6' and less T6'1" to 8' 8'1" to 10' 10'1" to 12' 12'1" to 14' 14'1" to 16' 16"" to 18' Connection Details On -center spacing of fasteners '/2 inch diameter lag screw with 22 16 13 11 9 8 7 '/2 inch maximum sheathing 1,1 '/2 inch diameter bolt with '/2 inch 30 22 18 15 13 11 10 maximum sheathing d '/2 inch diameter bolt with 1 inch 26 19 16 13 11 10 9 maximum sheathing e a. Ledgers shall be flashed in accordance with Section R703.4 to prevent water from contacting the house band joist. b. Snow load shall not be assumed to act concurrently with live load. C. The tip of the lag screw shall fully extend beyond the inside face of the band joist. d. Sheathing shall be wood structural panel or solid sawn lumber. e. Sheathing shall be permitted to be wood structural panel, gypsum board, fiberboard, lumber or foam sheathing. Up to 1/2-inch thickness of stacked washers shall be permitted to substitute for up to '/z-inch of allowable sheathing thickness where combined with wood structural panel or Iumber sheathing. GENERAL INFORMATION: ec ycovnet 0 The intent of this Tip Sheet is to provide a general understanding of the code requirements and does zoos, e0tyGc,khan[x not address the subject in great detail. Additional information can be obtained from your local participating jurisdiction. Page 5 of 6 Basic Decks Placement of Lag Screws and Bolts in Ledgers and Band Joists (Reference IRC Table 507.2.1) Minimum End and Edge Distance and Spacing Between Rows Top Edge Bottom Edge Ends Row Spacing Ledger' 2 inches d 3/4 inch 2 inches b 1 5/8 inches b Band joist 3/4 inch 2 inches e 2 inches b 1 5/8 inches b For SI: 1 inch = 25.4mm a. Lag screws or bolts must be staggered from the top and bottom along the horizontal run. See figure below. b. Maximum 5 inches. c. For engineered rim joists, the manufacturer's recommendations govern. d. The minimum distance from the bottom row to the top edge of the ledger must be in accordance with figure below. e. 2 inches may be reduced to 3/4 inch when the band joist is directly supported by a mudsill, header, or by double top wall plates. Placement of Lag Screws and Bolts in Ledgers (Reference IRC Figure 507.2.1(1)) LAG SCREW OR BOLT 2" MIN 5' I' _;,. 2.... LEDGER n STAGGER FASTENERS IN 2 ROWS 5.5" MIN FOR 2X8 * 6.5" MIN FOR 2X10 7.5" MIN FOR 2X12 3 4" P,IIN *DISTANCE CAN BE REDUCED TO 4.5" IF LAG SCREWS ARE USED OR IF BOLT SPACING IS REDUCED TO THAT OF LAG SCREWS TO ATTACH 2X8 LEDGERS TO 2X8 BAND JOISTS. Placement of Lag Screws and Bolts in Ledgers (Reference IRC Figure 507.2.1(2)) EXTERIOR EXISTING STUI Existing 2x BAND JOIST OR ENGINEERING RIM BOARD DECK JOIST _AG SCREWS OR BOLTS JOIST HANGER GENERAL INFORMATION: ec yGov.net 0 The intent of this Tip Sheet is to provide a general understanding of the code requirements and does e iyGow net 2(105s&UyCmAMianrn not address the subject in great detail. � 7CNyGaAAiance Additional information can be obtained from your local participating jurisdiction. Page 6 of 6 RESUB Apr 20 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Revision March 30, 2022 z F 0 0 0 0 Q W o c~� CO z W U=c7aU)>W O w c- W Wd z0 w0a� 0 CD >_aLW-F-� d W X OF 0 n O m W W LL m LU 0__W0~2� W OO� O�LLO o w N F_ Q 0 O0 N LLI W QO> O0 = WZC7 ~� 0 O w 1� OF p z z Q Q U 2 U LD U W W LL Q 0 Q Z F W=_~ W H F m 0 O LL W iY Q � Q o CO 0 U w F- 0 0 2i z>- 0 0 ��� 0 OF- z OD Q a LL \J 0 � � ill III "�Jl v � �P �P u) w I� C U Date April 15th, 2022 Sheet A10 GENERAL STRUCTURAL NOTES ( The following applies unless shown otherwise on plans.) ALL MATERIALS, WORKMANSHIP, DESIGN 4 CONSTRUCTION SHALL CONFORM TO THE DRAWING 4 SPECIFICATIONS REQUIREMENTS SET FORTH IN THE INTERNATIONAL BUILDING CODE (I.B.C.) AND THE INTERNATIONAL RESIDENTIAL CODE (LR.C.) 2015 EDITION. DESIGN CRITERIA ROOF SNOW LOAD...............................................25 PSF FLOOR LIVE LOAD (RESIDENTIAL) ................................. 40 PSF FLOOR LIVE LOAD (DECK) ........................................ 60 PSF STAIR 8 CORRIDOR LIVE LOAD .................................... 100 PSF WALL...........................................................10 PSF MECHANICAL UNITS ............................................... WEIGHTS FURNISHED BY MFGR. WIND........................................................... 85 MPH, EXPOSURE "B" Kzt = 124 EARTHQUAKE.................................................... Scis=1.0341(5ITE GLASS "D') ALLOWABLE SOIL PRESSURE ...................................... 1500 PSF (NATURAL SOILS OR COMPACTED) SEE PLANS FOR ADDITIONAL LOADING CRITERIA. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILTY AND SHALL NOTIFY THE ARCHITECT AND STRUCTURAL ENGINEER, OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION SO HE MAY MAKE PROPER REVISIONS TO THE WORK. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AND SHORING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED SAFTEY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES REQUIRED TO PERFORM HIS WORK, CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND THE STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER. SHOP DRAWINGS FOR STRUCTURAL STEEL, GLUED LAMINATED MEMBERS, OPEN WEB WOOD TRUSSES, AND PLYWOOD WEB JOISTS SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW TWO WEEKS PRIOR TO FABRICATION OF THESE ITEMS. SHOP DRAWINGS REVIEW: DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE ENGINEER OF RECORD, AND THEREFORE MUST BE VERIFIED BY THE CONTRACTOR CONTRACTOR SHALL REVIEW AND STAMP DRAWINGS PRIOR TO REVIEW BY ENGINEER OF RECORD. SUBMISSIONS SHALL INCLUDE A REPRODUCIBLE AND ONE COPY± REPRODUCIBLE WILL BE MARKED AND RETURNED. SHOP DRAWINGS SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT CHANGE ORDERS. THE PURPOSE OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR IS TO DEMONSTRATE TO THE ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE DESIGN CONCEPT, THAT HE DEMONSTRATES HIS UNDERSTANDING BY INDICATING WHICH MATERIAL HE INTENDS TO FURNISH AND INSTALL AND AND BY DETAILING THE FABRICATION AND INSTALLATION METHODS HE INTENDS TO USE. IF DEVIATIONS, DISCREPANCIES, OR CONFLICTS BETWEEN SHOP DRAWING SUBMITTALS AND THE CONTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AFTER SHOP DRAWING SUBMITTALS ARE PROCESSED BY THE ENGINEER, THE DESIGN DRAWNINGS AND SPECIFICATONS SHALL CONTROL AND SHALL BE FOLLOWED. SHOP DRAWINGS OF DESIGN BUILD COMPONENTS INCLUDING STAIRS, AND EXTERIOR CLADDING SHALL INCLUDE THE DESIGNING PROFESSIONAL ENGINEER'S STAMP, STATE OF WASHINGTON, AND SHALL BE APPROVED BY THE COMPONENT DESIGNER PRIOR TO CURSORY REVIEW BY THE ENGINEER OF RECORD FOR LOADS IMPOSED ON THE BASIC STRUCTURE. THE COMPONENT DESIGNER IS RESPONSIBLE FOR CODE CONFORMANCE AN ALL NECESSARY CONNECTOINS NOT SPECIFICALLY GALLED OUT ON ARCHITECTURAL OR STRUCTURAL DRAWINGS. SHOP DRAWINGS SHALL INDICATE MAGNITUDE AND DIRECTION OF ALL LOADS IMPOSED ON BASIC STRUCTURE. DESIGN CALCULATIONS SHALL BE MADE AVAILABLE UPON REQUEST. GE' OTECC]H LAICAL FOUNDATION NOTES: SUBGRADE PREPARATION INCLUDING DRAINAGE, EXCAVATION, COMPACTION, AND FILLING REQUIREMENTS, SHALL CONFORM STRICTLY WITH RECOMMENDATIONS GIVEN IN THE SOILS REPORT OR AS DIRECTED BY THE SOILS ENGINEER FOOTINGS SHALL BEAR ON SOLID UNDISTRUBED EARTH (CONTROLLED, COMPACTED STRUCTURAL FILL OR BOTH) AT LEAST 15' BELOW LOWEST ADJACENT FINISHED GRADE. FOOTING DEPTHS/ELEVATIONS SHOWN ON PLANS (OR IN DETAILS) ARE MINIMUM AND FOR GUIDANCE ONLY± THE ACTUAL ELEVATIONS OF FOOTINGS MUST BE ESTABLISHED BY THE CONTRACTOR IN THE FIELD WORKING WITH THE TESTING LAB AND SOILS ENGINEER BACKFILL BEHIND ALL RETAINING WALLS WITH FREE DRAINING GRANULAR FILL AND PROVIDE FOR SUBSURFACE DRAINAGE AS NOTED IN THE SOILS REPORT. CONCRETE CONCRETE SHALL ATTAIN A 28 DAY STRENGTH OF f'c= 2500 PSI AND MIX SHALL CONTAIN NOT LESS THAN 5 SACKS OF CEMENT PER CUBIC YARD AND NO MORE THAN 6 GALLONS OF WATER PER SACK OF CEMENT. ALL CONCRETE EXPOSED TO WEATHER SHALL BE AIR -ENTRAINED WITH AN AIR -ENTRAINING AGENT CONFORMING TO I.B.C. THE AMOUNT SHALL BE 4 % + 151. BY VOLUME. ALL EXPOSED CONCRETE SHALLHAVE STRENGTH OF f'c= 3000 PSI REINFORCING STEEL SHALL CONFORM TO ASTM A(o15, (INCLUDING SUPPLEMENT 51) GRADE 40, fyy= 40,000 PSI. EXCEPTION: COLUMN TIES, BEAM STIRRUPS, BARS TO BE FIELD BENT, BARS TO BE WELDED AND ANY OTHER BARS SPECIFICALLY SO NOTED ON THE DRAWINGS SHALL BE GRADE 40 f = 40,000 PSI REINFORCING COMPLYING WITH ASTM A615 (SI) MAY BE WELDED ONLY IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES SPECIFIED IN A.WS. DIA ARE SUBMITTED. NO REINFORCING SHALL BE WETSET UNLESS SPECIFICALLY SO DETAILED. WELDED WIRE MESH SHALL CONFORM TO ASTM A-185, ALL CONCRETE EXPOSED TO WEATHER, INCLUDING GARAGE SLABS, IS REQUIRED TO BE 3000 psi CONCRETE AND HAVE AIR ENTRAINMENT OF 59.. (IBC 190422, IBC 19042.1, R4022. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS ) IN ACCORDANCE WITH ACI 315-80 AND 318-83. LAP ALL CONTINUOUS REINFORCEMENT 30 BAR DIAMETERS (2'-O' MIN.). PROVIDE CORNER BARS AT ALL WALL INTERSECTIONS. LAP CORNER BARS 30 BAR DIAMETERS (2'-0" MIN.). LAP ADJACENT MATS OF WELDED WIRE FABRIC ONE FULL MESH (MIN. OF 8') AT SIDES AND ENDS, NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. CONCRETE (continued) CONCRETE SHALL ATTAIN A 28 DAY STRENGTH OF f'c= 3000 PSI AND MIX SHALL CONTAIN NOT LESS THAN 5 SACKS OF CEMENT PER CUBIC YARD AND NO MORE THAN 6 GALLONS OF WATER PER SACK OF CEMENT. GLASS AND USE F'C SLUMP SACKS / C.Y. (min.) A. FOOTINGS 2500 3 - 4 5-1/2 B. SLABS ON GRADE 2500 3 -4 5-1/2 1, AIR ENTRAINING AGENT (3% TO &%) TO BE USED IN ALL CONCRETE FLAT WORK EXPOSED TO WEATHER. 2. P05SOLITH 300 SERIES (4 oz. PER 100* OF CEMENT) TO BE USED IN ALL CONCRETE. 3. MIX MAY BE DESIGNED IN ACCORDANCE WITH THE PROVISIONS OF THE IBC/IRC, 4, WATER TO CEMENT RATIO PER THE IBC/IRC, ALL CONCRETE EXPOSED TO WEATHER SHALL BE AIR -ENTRAINED WITH AN AIR -ENTRAINING AGENT CONFORMING TO I.R.C. THE AMOUNT SHALL BE 4% + 1% BY VOLUME. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: FOOTINGS AND OTHER UNFORMED SURFACES, EARTH FACE ....................................... 3' FORMED SURFACES EXPOSED TO EARTH (i.e. WALLS BELOW GROUND) OR WEATHER *6 BARS OR LARGER......................................................................2' *5 BARS OR SMALLER.....................................................................I1/2' COLUMN TIES OR SPIRAL AND BEAM STIRRUPS ............................ ..... ..... .... ....... I 1/2' SLABS AND WALLS (INTERIOR FACE)......................................................... .3/4' CAST -IN -PLACE CONCRETE: SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND DIMENSIONS OF DOOR AND WINDOW OPENINGS IN ALL CONCRETE WALLS. SEE MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF MISCELLANEOUS MECHANICAL OPENINGS THROUGH CONCRETE WALLS. SEE ARCHITECTURAL DRAWINGS FOR ALL GROOVES, NOTCHES, CHAMFERS, FEATURE STRIPS, COLOR, TEXTURE, AND OTHER FINISH DETAILS AT ALL EXPOSED CONCRETE SURFACES, BOTH CAST -IN -PLACE AND NON -SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURE'S PUBLISHED RECOMMENDATIONS. STRUCTURAL STEEL STRUCTURAL STEEL DESIGN, FABRICATION, AND ERECTION SHALL BE BASED ON ON THE A15L. 'SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL BUILDINGS', LATEST EDITION, PLUS ALL REFERENCES CODES. STRUCTURAL STEEL INCLUDING PLATES, AND ROLLED SHAPES, SHALL CONFORM TO ASTM A36, Fy= 36 KSI STEEL PIPE SHALL CONFORM TO ASTM A-53, TYPE E, OR S, GRADE B, Fy= 35 KSI STRUCTURAL TUBING SHALL CONFORM TO ASTM A500, Fy= 46 KSM BOLTS SHALL CONFORM TO ASTM A301 EXPANSION SHALL BE 'PARABOLT' OR APPROVED EQUAL INSTALLED IfJ STRICT ACCORDANCE WITH THE MAUFACTURES'S PUBLISHED RECOMMENDATION. ALL WELDING SHALL BE IN CONFORMANCE WITH A.I.S.C. AND A.W.S. STANDARDS AND SHALL BE PERFORMED BY W.A.B.O, CERTIFIED WELDERS USING E70XX ELETRODES. ONLY PREQUALIFIED WELDS (AS DEFINED BY A.W.S.) SHALL BE USED, WELDING OF GRADE 40 REINFORCING BARS (IF REQUIRED) SHALL BE PERFORMED USING E10XX ELETRODES. WELDING WITHIN 4" OF COLD BENDS IN REINFORCING STEEL IS NOT PERMITTED. SEE REINFORCING NOTE FOR MATERIAL REQUIREMENTS OF WELDED WOOD FRAMING LUMBER SHALL BE KILN DRIED OR MC-15, AND GRADED AND MARKED IN CONFORMANCE WITH W.C.L.B. STANDARD GRADING RULES FOR WEST COAST LUMBER NO. 16, LATEST EDITION. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: JOISTS (2x MEMBERS) ............................................. #2 HEM FIR BEAMS AND STRINGERS ............................................. *2 HEM FIR POSTS AND TIMBERS ............................................... *2 HEM FIR STUDS, PLATES AND MISC. LIGHT FRAMING ............................. *2 HEM FIR TOP AND BOTTOM PLATES AT BEARING WALLS ......................... *2 HEM FIR BOLTED STUDS, LEDGERS AND PLATES ............................... *2 HEM FIR 2x6 STUDS AND PLATES.............................................*2 HEM FIR GLUE LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH LB.G. STANDARDS. EACH MEMBER SHALL BEAR AN AITC IDENTIFICATION MARK AND SHALL BE ACCOMPANIED BY AN AITC CERTIFICATION OF CONFORMANCE. ALL SIMPLE SPAN BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F-V4, Fb= 2400 PSI, Fv= 165 PSI, ALL CANTILEVER BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F-V8, Fb= 2400 PSI, Fv= 165 PSI. LAMINATED VENEER LUMBER SHALL BE FABRICATED IN CONFORMANCE WITH REPORT NO. NER-126. EACH MEMBER SHALL BEAR AN IDENTIFICATION MARK. ALL BEAMS SHALL BE WESTERN SPECIES, GRADE 1.SE, Fb= 2600 PSI, Fv= 265 PSI. PARALLEL STRAND LUMBER SHALL BE FABRICATED IN CONFORMANCE WITH REPORT NO. NER-292. EACH MEMBER SHALL BEAR AN IDENTIFICATION MARK. ALL BEAMS SHALL BE DOUGLAS FIR, GRADE 2.0E, Fb= 2900 PSI, Fv= 210 PSI PREFABRICATED OPEN WEB 8 PLYWOOD WRB TRUSSES (OR COMBINATION WOOD AND METAL) SHALL BE DESIGNED BY THE MAUFACTURER, FOR THE SPANS AND CONDITIONS SHOWN ON THE PLANS AND SHALL BE FURNISHED AND INSTALLED IN CONFORMANCE WITH THE MANUFACTURER'S PUBLISHED SPECIFICATIONS. ALL NECESSARY BRACING, BRIDGING, BLOCKING, PRE -NOTCHED PLATES ETC., SHALL BE THE DETAILED AND FURNISHED BY THE MANUFACTURER - SUBMIT SHOP DRAWINGS AND DESIGN CALCULATIONS (COMPLETE WITH STRESS DIAGRAMS) TO THE ARCHITECT AND THE STRUCTURAL ENGINEER FOR REVIEW TWO WEEKS PRIOR TO FABRICATION. DESIGN SUBMITTALS SHALL BEAR THE STAMP OF A REGISTERED PROFESSIONAL ENGINEER, STATE OF WASHINGTON. PERMANENT AND TEMPORARY BRIDGING AND BRACING SHALL BE INSTALLED IN CONFORMANCE WITH MANUFACTURER'S SPECIFICATIONS. PLYWOOD SHEATHING SHALL BE GRADE C-D EXTERIOR GLUE OR STRUCTURAL II, EXTERIOR GLUE IN CONFORMANCE WITH I.B.C. STANDARD NO.25-9 ORIENTED STRAND BOARD OF EQUIVALENT THICKNESS, EXPOSURE RATING AND PANEL INDEX MAY BE USED IN LIEU OF PLYWOOD. SEE PLANS FOR THICKNESS, PANEL IDENTIFICATION INDEX AND NAILING REQUIREMENTS. ALL WOOD PLATES AND BLOCKING IN DIRECT CONTACT WITH CONCRETE OR MASONARY SHALL BE PRESSURE -TREATED WITH AN A.W.P.A. APPROVED PRESERVATIVE. PROVIDE 2 LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER BETWEEN UNTREATED LEDGERS, BLOCKING, ETC., AND CONCRETE OR MASONRY. TIMBER CONNECTORS GALLED OUT BY LETTERS AND NUMBERS SHALL BE BY 5IMP50N COMPANY, AS SPECIFIED IN THEIR CATALOG. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICBO APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE CONNECTORS STRAPS CONNECT TWO MEMBERS, PLACE ON HALF OF THE NAILS OR BOLTS IN EACH MEMBER. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A301. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD UNLESS NOTED OTHERWISE. ALL NAILS SHALL BE COMMON. ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. ALL JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "U' SERIES HANGERS. ALL DOUBLE JOIST BEAMS SHALL BE CONNECTED TO FLUSH BEAMS WITH 'U' SERIES HANGERS. ALL TRIPLE JOIST BEAMS SHALL BE CONNECTED TO FLUSH BEAMS WITH "U' SERIES HANGERS. PROTECTION OF CONNECTORS IN CONTACT WITH PRESSURE TREATED WOOD ALL BOLTS, NAILS, JOIST HANGERS, AND ANY OTHER CONNECTIONS SHALL BE HOT DIPPED GALVANIZED FASTENERS RECOMMENDED TO CONFORM WITH ASTM STANDARD 153 AND HOT DIPPED GALVANIZED CONNECTORS SHOULD CONFORM TO ASTM A653, CLASS G-183. STAINLESS STEEL FASTENERS AND CONNECTORS SHOULD BE TYPE 304 OF 316, SIMP50N PRODUCT FINISHES CORRESPONDING TO THESE REQUIREMENTS AS FOLLOWS HOT DIPPED GALVANIZED .................................................. .ZMAX STAINLESS STEEL...........................................................SST300 ALL WOOD FRAMING DETAILS - THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS. MINIMUM NAILING REQUIREMENTS: UNLESS OTHERWISE NOTED, MINIMUM NAILING SHALL BE IN ACCORDANCE WITH TABLE 2304.9.1 OF THE INTERNATIONAL BUILDING CODE. AT SAWN TIMBER JOIST AREAS: PROVIDE CROSS -BRIDGING AT 8'-0" oz. MAXIMUM SPACING AND SOLID BLOCKING AT BEARING POINTS. PROVIDE DOUBLE JOISTS UNDER ALL PARTITIONS. PROVIDE DOUBLE JOISTS EACH SIDE OF OPENINGS UNLESS DETAILED OTHERWISE. PROVIDE DOUBLE JOIST UNDER ALL PARALLEL PARTITIONS THAT EXTEND MORE THAN HALF THE JOIST LENGTH AND DOUBLE JOIST HEADERS AND DOUBLE JOISTS EACH SIDE OF ALL OPENINGS IN FLOORS AND ROOFS UNLESS DETAILED OTHERWISE. COORDINATE SIZE AND LOCATION OF ALL OPENINGS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. PROVIDE TWO 2x10 HEADERS OVER AND DOUBLE STUDS EACH SIDE OF ALL OPENINGS IN STUD BEARING WALLS NOT DETAILED OTHERWISE. PROVIDE SOLID BLOCKING FOR WOOD COLUMNS AND MULTIPLE STUD POSTS THROUGH FLOORS TO SUPPORTS BELOW. PROVIDE CONTINUOUS SOLID BLOCKING AT MID OF ALL STUDS OVER 10' IN HEIGHT. TOENAIL JOISTS TO SUPPORTS WITH 2-16d NAILS. ATTACH ALL BEAMS AT THE ROOF EXCEEDING 8'-0" IN LENGTH TO SUPPORTS WITH U.S.P. K5T29 STRAP EACH END. ATTACH TIMBER JOISTS TO FLUSH HEADERS AND BEAMS WITH U.S.P. 'U" SERIES METAL JOIST HANGERS TO SUIT THE JOIST SIZE, WALL FRAMING ALL STUD WALL SHOWN AND NOT OTHERWISE NOTED SHALL BE 2x4 STUDS 6 16" oz. AT INTERIOR WALLS AND 2x6 STUDS a IV o.c. AT EXTERIOR WALLS NOTATIONS ON DRAWINGS RELATING TO FRAMING CLIPS, JOIST HANGERS, AND OTHER CONNECTING DEVICES REFER TO CATALOG NUMBERS OF CONNECTORS MANUFACTURED BY SIM SON CONNN CTO S, A G15RALTAR COMPANY, LIVERMOR E, CALIFORNIA. EQUIVALENT DEVICES BY OTHER MANUFACTURES MAY BE SUBSTITUTED. PROVIDED THEY HAVE ICBO APPROVAL FOR EQUAL LOAD CAPACITIES. INDIVIDUAL MEMBERS OF BUILT-UP POSTS AND BEAMS SHALL EACH BE ATTACHED WITH 16d NAILS 9 12" oz. STAGGERED. ALL WOOD STUDS WALLS SHALL HAVE LOWER WOOD PLATE ATTACHED TO WOOD FRAMING BELOW WITH 16d NAILS ,9 12' o.c. STAGGERED UNLESS SHOWN OTHERWISE. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO MINIMUM STANDARDS OF THE INTERNATIONAL BUILDING CODE. PLYWOOD ROOF AND FLOOR SHEATHIG UNLESS OTHERWISE NOTED ON PLANS SHALL BE LAID UP WITH FACE GRAIN PERPENDICULAR TO SUPPORTS AND NAILED WITH Sd NAILS -1 6" oz. TO FRAMED PANEL EDGES AND OVER STUD WALLS SHOWN ON PLANS AND -1 12" oz. (10"o.c. AT FLOORS TO INTERMEDIATE SUPPORTS. PROVIDE APPROVED EDGE CLIPS a 16"o.c. AT UNBLOCKED ROOF SHEATHING EDGES. PROVIDE SOLD BLOCKING AT LINES OF SUPPORT AT FLOORS. TOENAIL BLOCKING TO SUPPORTS WITH 16d NAILS e 12' oz. UNLESS OTHERWISE NOTED IN THE SHEARWALL SCHEDULE. PROVIDE 2- 2x8 HEADERS OVER AND DOUBLE STUDS EACH SIDE OF ALL OPENINGS IN STUD WALLS NOT DETAILED OTHERWISE. ATTACH WITH 'U.S.P. LUMBER CONNECTORS" P.C. POST GAPS OR EQUAL. PLYWOOD WALL SHEATHING SHALL HAVE SOLID BLOCKING AT ALL EDGES. ALL WOOD STUD WALLS SHALL HAVE LOWER WOOD PLATE ATTACHED TO WOOD FRAMING BELOW WITH 16d NAILS AT 6' o.c. STAGGERED OR BOLTED TO CONCRETE WITH 5/8" DIAMETER ANCHOR BOLTS 6 4'-0" oz. UNLESS SHOWN OTHERWISE. PLYWOOD NAILING: UNLESS OTHERWISE NOTED OR DETAILED ON THE PLANS AT SHEET EDGES.....................................................................Sd -a 6' oz. AT INTERMEDIATE BEARING POINTS.....................................................8d 0 12' o.c. PROVIDE ABU POST BASE a ISOLATED POSTS TO CONCRETE CONNECTION. PROVIDE (2) A35 CLIPS -s TOP e BOTTOM OF ALL POSTS TO OTHER FRAMING MEMBERS RES U B PROVIDE AC OR ACE POSTS CAP, ISOLATED POSTS TO BEAM CONNECTIONS. Apr 20 2022 PROVIDE MIN. (2) A35 CLIPS m POST TO BEAM CONNECTION. (UN.0) CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT CONCRETE MASONRY UNITS (CMU) CONCRETE MASONRY UNIT (CMU) WALLS SHALL BE CONSTRUCTED OR GRADE N UNITS CONFORMINGTO ASTM STANDARDS, SHALL BE LAID UP IN RUNNING BOND USING TYPE S MORTAR AND REINFORCED E ANCHORED AS SHOWN ON THE DRAWINGS. WHERE SPECIFIC REINFORCEMENT IS NOT SHOWN, PROVIDE *5 BARS -a 48' OC VERITCAL AND 3/16' ROUND MAIN WIRE JOINT REINFORCING IN ALTERNATIVE COURSES. PROVIDE - BOND BEAMS W/ 24' MIN. BEYONDEDGE OF OPENINGS AND (1) *5 VERTICAL EACH SIDE OF OPENINGS, AT WALL CORNERS 4 INTERSECTIONS AND AT FREE ENDS OF WALLS. DESIGN f'm = 1500 PSI. ALL VERTICAL BARS E OTHER EMBEDDED ITEMS SHALL BE GROUTED IN SOLID CELLS. GROUT USED FOR FILLING CELLS E BOND BEAMS SHALL CONFORM TO IBC REQUIREMENTS AND ATTAIN A MINIMUM COMPREHENSIVE STRENGTH OF 2000 psi. 0 q) E LLI a) ") � � � �� co c W Ln xQ o -:i:: c m N Q o � �? E Q O Y 0 C) PO A441^, OF WASy� h� O Z -0 27752 p Q7 �Q FG/STERN FSS/ONAL EXPIRES 5/24/2021 Q Z CIO 73 0 v Q O r n N v o 00 \ 0% .� o ^, 4 O u W o — Qca L 0) Ln rn Vf U �o--0 Cj cV d E: E rJ r14 (V os (V r4 Date April 10t�7, 2021 Sheet DOUBLE PORTAL SHEATHING FILLER FRAME IF NEEDED 0. 0. 0. to 0 3'xll 1/4' MIN. HDR of o 0 0 0 0 . (BUILT-UP, SOLID SAWN, 2400 LB 0. 0. 0I� LGL, ETC.) of o 0 0 o HDR STRAP 6D SINKERS o3'Ho , (TYP.ROWS OF SINKERS P_T_ 2x6 SILL PLATE 2 ROWS a TYP. EXT_ WALL 3 o c. W/ 5/8' DIA_ x 10' A$_ W/ PLY. EDGE NAILING 2400 LB HDR STRAP OPPOSITE SHEATHING STHD14 PER PLAN 3/lro'xVxV $0. PLATE WASHERS a HOLDOWN STUD AS SHOWN (SEE SECTION A -A) (TYP.) TYPICAL SPACE AT 46' O.C. W/ (MSTC40) (UNLESS NOTED OTHERWISE POST FRAME CONSTRUCIT E PER SHEAR WALL SCHEDULE) Q M BOLr12B' FROM CORNERS ED (2)-2x STUDS FASTEN SHEATHING TO HDR W/ SD COMMON NAILS IN 3' GRID PATTERN AS SHOWN AND 3' oc. 4' DIA. TIGHTLINE (1) *4 CONT_ EXPANSION STHD14 W/ IN ALL FRMNG. (STUDS 4 SILLS) TYP. AS REQUIRE AT TOP OF WALL JOINT 38-2 I/ 2x .146 NAILS STRAP LOCATION 0 PER PLAN FOR FRAMES OVER 8', PANEL SPLICE (IF NEEDED) EDGE NAILING 1(oSHALL OCCUR WITHIN 24" OF MID -HEIGHT. BLOCKING FIN_ GRADE IS REQUIRED. IF 2XI/8 BLOCKING IS USED THEN IT MIN. FIN, GRADE MUST BE STITCH NAILED W/ 1 ROW OF 16D SINKERS FRAMING a 3' oc. 48' MAXIMUM VAPOR BARRIER Z/16' MIN. UNBALANCED 10 THICKNESS 48' MAXIMUM WOOD BACKFILL 4' GONG. SLAB *4 a 10' O.C. HORZ. UNBALANCED STRUCTURAL 4' GRANULAR BASE *4 a I6' O.C. VERT. BACKFILL HOLD DOWN STRAP APPLIED PANEL OVER SHEATHING INSTALLED IN CONCRETE PER MANUFACTUREERS INSTRUCTION O R-10 RIGID INSUL. iA 4L-j (2) 5/8.DIA_ ANCHOR BOLT W/ I' MIN_ 4' DIA_ PERF. 4 CONT. HORZ. 4 6' HOOK O EMBEDMENT a8' o.c_d 3'x3'xl/4' PLT_ WASHER FOOTING DRAINJ VERT. AT 16OC.IN WASHED 3'63' (2)-*4 CONT. HORIZ. -j I I GRAVEL BED l2)-*4 CONT. HORIZ. L i L i L i 3' 6' 3' i t ELEVATION VIEW 1 MIN. LATERAL PANEL. NO SCALE *4 DOWEL EMBED 4' W/ SIMPSON EPDXY (5CT22XP) INSTALL PER MFGR SPECIFICATIONS, TYP *4 DOWEL EMBED 4' W/ SIMPSON EPDXY (5CT22XP) INSTALL PER MFGR SPECIFICATIONS NEW FOUNDATION INTO EX. FOUNDATION FOUNDATION DETAIL. JNO SCALE 2x4; STUD WALL W/ R21 GATT INSUL SIMPSON STHD14RJ PER PLAN — 4' DIA, TIGHTLINE AS REQUIRED CONNECT TO STORM DRAIN OR DRY WELL P_T_ 2x(o SILL PLATE W/ E'/S' DIA. x 10" A.B. W/ 3x3xl/4" SQ. PLATE WASHERS SPACED AT 24' OC 4 (1) BOLT WITHIN 12" FROM CORNERS PROVIDE I" EMBEDMENT INTO GONG. (UNLESS NOTED OTHERWISE ON SW SCHEDULE) (1) *4 CONT. AT TOP OF WALL *4 CONT_ RE INF_ HORIZ 4 VERT 6 I(o' OC 4" DIA, PERF. FTG DRAIN IN WASHED 1'-4' GRAVEL BUCINCx (2) *4 CONT, HORIZ.FOUND. WALL / JOIST ON TOP NO SCALE A -A SECTION A -A SLAB UNDER ER CONDITIONED SPACE r2--� FOUNDATION DETAIL PLY SHEATHING PER SCHEDULE - 2x P.T. SILL W/ 5/6'0 EXP BOLTS EDGE NAIL a 24' O.C_ F///— (2) 04 a TOP 4 BTM N O * n o wu UNYIELDING SOIL UN.O. REFER DIET 1 FOR CONDITIONED SLAB SUB -BASE INFORMATION THICKENED SLAB @ INT. BRG WALLS FOUNDATION DETAIL NO SCALE NOT USED NO SCALE SIMPSON HTT5 OR HTT22 HO AL. HO LDOWN TO EX. FDN. NO SCALE NOT USED. NAILING a DBL 2X STUD PER SHEAR WALL SCHEDULE ,/8 DIA_ THRD'D :OD IN SIMPSON :FOXY (SCT22XP) gSTALL PER MFGR >PECIFICATIONS SLAB UNDER UNCONDITIONED ED SPACE FOUNDATION WALL NO SCALE NEW SLAB _ EX. SLAB *4 CONT 1'-0' 6' SAWCUT EX. SLAB 10' 4' FLOOR N GRANULAR FILL ---/ *4 DOWEL -8 32" O_C, EMBED 4' W/ SIMPSON EPDXY (5CT22XP) INSTALL PER MFGR SPECIFICATIONS SLATL33 JOINT DETAIL. NO SCALE N®T USED SH EAFFNIWALL SCHEDULE TYP. NEXT. WALL CONSTRUCTION -6 (UNLESS OTHERWISE NOTED) I. SHEATHING. 1/2' PLYWOOD OR 1/16' O.S.B., EXTERIOR SIDE, BLOCKED, NAIL w/ 8d a 6' O.C. ALL EDGES AND a 12' O.C. FIELD. 2. BOLT SILL PLATE TO CONCRETE w/ 5/8 DIA. x l0' A.B.'S a 48' O.C. 3, NAIL BOTTOM PLATE TO FRAMING BELOW w/ 16d a 4' O.C. 4. FASTEN DOUBLE PLATE TO JOIST OR BLOCKING ABOVE PER DETAILS ON SI 4 52. CAPACITY: 240 LB/FT _4 INDICATES SNEARWALL w/ PLYWOOD ONE SIDE. I. SHEATHING: 1/2' PLYWOOD OR 1/16' OS$., ONE SIDE, BLOCKED, NAIL w/ Sd a 4' O.C. ALL EDGES AND 12' O.C. FIELD. 2. BOLT SILL PLATE TO CONCRETE w/ 5/8 DIA. x 10' A.B.'S a 32' O.C. 3, NAIL BOTTOM PLATE TO FRAMING BELOW w/ Ibd a 3' O.C. 4. FASTEN DOUBLE PLATE TO JOIST OR BLOCKING ABOVE PER DETAILS ON SI 4 52, CAPACITY: 350 LB/FT SW-3 INDICATES SHEARUALL w/ PLYWOOD ONE SIDE. I. SHEATHING: 1/2' PLYWOOD OR i/lro' OS$., ONE SIDE, BLOCKED, NAIL w/ Sd a 3' O.C. ALL EDGES AND 12, OG. FIELD. 2_ BOLT DBL. SILL PLATE TO CONCRETE w/ 5/8 DIA. x 10' A$'S a 8' O.C. 3. FASTEN DOUBLE PLATE TO JOIST OR BLOCKING ABOVE w/ 12d TN. a 4' O.C. AND DETAILS ON SI 4 82. 4. USE (2)2x STUDS a 16' O.C. 4 SEE DETAIL D/ 81. CAPACITY: 450 LB/FT ZSW_q INDICATES SHEARUALL w/ PLYWOOD TWO SIDES. I. SHEATHING: 1/2' PLYWOOD OR OS.B., TWO SIDES, BLOCKED, NAIL w/ ad a 4' O.C. ALL EDGES AND a 12' O.C. FIELD. 2. BOLT 3x SILL PLATE TO CONCRETE w/ 5/6' DIAxl0'. EXP. BOLTS a 8' O.C. 3. FASTEN DBL. BOTTOM PLTS. TO DOUBLE JOIST OR BLOCKING BLW, w/ 2 ROWS 2 LAYERS 16d a 6'o.c. OR 2 ROWS A35 CLIPS a 16'o.c. 4, FASTEN DBL. TOP PLTS. TO DOUBLE JOIST OR BLOCKING ABV. w/ 2 ROWS A35 CLIPS a 16'o.0. OR PER DETAILS ON 5/1 4 5/2 5, USE 3x STUDS a ALL FRM'G. MEMBERS RECEIVING EN. FROM ADBUTTING PANELS CAPACITY: 100 LB/FT ZgW_3 INDICATES SHEARUALL w/ PLYWOOD TWO SIDES. I. SHEATHING: 1/2' PLYWOOD OR OS$, TWO SIDES, BLOCKED, NAIL w/ 8d a 3' O.C. ALL EDGES AND a 12' O.C. FIELD, 2, BOLT 3x SILL PLATE TO CONCRETE w/ 5/8' DIAx10'. EXP. BOLTS a 8' OC. 3_ FASTEN DBL. BOTTOM PLTS. TO DOUBLE JOIST OR BLOCKING BLW. w/ 2 ROWS 2 LAYERS 16d a 6'o c. OR 2 ROWS A35 CLIPS a 16'o c. 4. FASTEN DBL. TOP PLTS. TO DOUBLE JOIST OR BLOCKING ABV. w/ 2 ROWS A35 CLIPS a 16'o.c. OR PER DETAILS ON 5/1 4 5/2 5 USE 3x STUDS a ALL FW'G MEMBERS RECEIVING EN FROM ADBUTTING PANELS UNDER -MINE EX. SLAB (SPECIAL INSPECTION FrEQUI1 ED) CAPACITY:'300 LB/FT TYP. INT. WALL CONSTRUCTION ® INDICATES SHEARWALL w/ GYP BOARD TWO SIDES. I. SHEATHING: 1/2' GWB, TWO SIDES, NAIL w/ Id a V O.C. ALL EDGES AND a 12, OC. FIELD. CAPACITY: SOO LB/FT TYPICAL ROOF SHEATHING 1/16' OS$. PLYWOOD, INDEX 40/20, UNBLOCKED, w/ FACE GRAIN PERPENDICULAT TO FRAMING BELOW_ NAIL AS FOLLOWS: DIAPHRAM BOUNDARY, OVER SHEARWALLS ad a 6' O.G. 4 DRAG STRUTS_ ALL SUPPORTED EDGES ad a 6' O.C. FIELD ad a 12, O.C. TYPICAL FLOOR SHEATHING 3/4' T4G, OS$., INDEX 240/20, BLOCKED, LAID UP W/ FACE GRAIN PERPENDICULAR TO FRAMING BELOW, STAGGER END JOINTS, GLUE 4 NAIL AS FOLLOWS: DIAPHRAGM BOUNDARY AND OVER 8d AT V OC EXTERIOR WALLS, SHEARWALLS 4 pRAG STRUTS. ALL SUPPORTED EDGES 8d AT V OC FIELD 8d AT 10' OC I. USE 3'x3'x22S' PLATE WASHERS ON ALL ANCHOR BOLTS. CONNECT ALL RIM JOISTS 9 EXT. WALLS wK2) CSI6 STRAPS. FILL ALL HOLES WITH NAILS. 2. ALL 12d NAILS SHALL BE 3 1/4' LONG x J31 SHANK DIA. (MIN). 3. FILL ALL HOLES a ALL HOLDOWNS w/ 2 1/2' LONG x .145 SHANK DIA. NAILS. 4. ALL POWDER DRIVEN NAILS SHALL BE 2 3/4' LONG (MIN.�x .156 SHANK DIA. w/ MINIMUM 1 1/4' PENETRATION. 5. USE 10d x 2 1/5' LONG COMMON NAILS WHERE CALLED ON PLANS NOT USED RESUB Apr 20 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 0 N E wM CD �� co c W Ln .� Q o 3: C m _ N E Q 0 0 n 0- O L _ r n N V o 00 . 0 0 (1 4 O v 0 m 'o uEo .n Ln � N v C) -0 � o -v � N � >_ V_ cV cV all (V cV Date Apr l lat�7, Sheet I S21 HEADER PER PLAN DOUBLE TOP PLATE (TYP.) Sd�4'o_c_ END OF PLATE SHEARWALL PER PLAN EDGE NAIL PLY. TO EACH Ih EDGE NAILING G 6' O.C. ROOF PLY. EACH TRUSS SPLICE LENGTH (2)2x STUDS 0 EDGE NAIL PLY. TO TOP PLATE EA_ HOLDOWN EACH DBL. STUD (25) 1(od o ROOF TRUSS DESIGN LATERAL LOAD ° SIMPSON CSI6 STRAP TIE 12' 12' w/ (28) Sd NAILS (4)12d TO TRUSS BLOCKING w o 0-)2x4 FLAT TO TOP PER MFG'R PLY, EDGE NAIL OPENING 00 co 2x4 FLAT �+ 12' O_C_ 2x STUDS 0 Q . FLOOR PLYWOOD ROOF TRUSS PER � o PLAN m 12' 12' C2)16d l2)16d 6 N ll) HI CONNECTOR AT Q O -17 EACH ROOF TRUSS EDGE NAIL Q O Y EDGE NAILING NOTE" U SPLICE AND NAIL TOP PLATES AS SHOWN m ALL 2X STUDS 16' OC. (1) CSI6x 36' T B OF SHEARWALL PER SCHEDULE EXTERIOR WALLS, SHEAR WALLS, d AT EACH FLOOR PLY. PER SCHEDULE E WINDOW OPENINGS (AS BEND STRAP AROUND LEVEL AND AT ROOF. SHOWN TO MINIMUM 2x BEAM OR MULTI. JOIST BEAM OR MULTIPLE JOIST MEMBER FILL ALL PER PLAN ELEVATION V EW HOLES w/ Sd NAILS CS16 STRAP @ OPENING CS16 STRAP @ FLOOR ROOF TRUSS PARALLEL TO S.W. DBL. TOP ]HLA°][°E SPLICE EAV E @ ROOF 13 TYP. FIRAMING DETAIL 14TYP. FRAMING DETAIL TYP. FIRNAIYJ ING DETAIL TYP. FRAMING DETAIL TYP. FRAMING DETAIL p SCALE: 3/4"=I'-O" SCALE: 3/4"=1'-O" SEE PLANS FOR # OF I-IOLDOWNS SCALE: 3/4"=1'-O" SCALE: 3/4"=1'-O" SCALE: 3/4"=1'-O` h� O (� Z BOTTOM iE NAILING EXTERIOR WALL (2) ROWS 1(od a (o' O.C. PER SCHEDULE PER PLAN ad 4' OC. Sd fit 4" OC ��'p FG/S7752 TER�o MEMBER PER PLAN FLR. PLYWID EDGE NAIL 2 ROWS STAGG FSS�ONAL PLY_ EDGE NAILING PLYWOOD SUB -FLOOR SIMPSON A35F a 1(o" OC FLOOR PLYWD DEC EXPIRES 5/24/2021 EDGE NAILING LS.DECKPLYWD A35 � 12' O.C. LTP4 * 12' O_C_ 2x BLOCKING TRUSS DRAG STRUT FLR JSTS EDGE NAIL PER PLAN PER PLAN A35 CLIP DESIGN FOR 3(0(0/01 EDGE NAIL m 16'o.c. EDGE NAILING JOIST PER PLAN DECK JOIST PER PLAN LATERAL LOAD SHEARWALL WALL EN, DIRECTIONVARIES JOIST HANGER EDGE NAIL CIi1x STUD A35F a 16" OC EDGE NAILING (SIMPSON 'U' HANGER) a HOEDOWN PT 2x8 LEDGER W/ (4) 16d 016'oc. AND (I) PLYWD (2) SIDES —� DBL BTM. PLATE FLOOR PLYWOOD SHEARWALL 3/8'dia LAG SCREW PLY. PER SCHEDULE PER SCHEDULE 16d 4' OL_ PER PLAN SHEARWALL PERPENDICULAR TO FLOOR JOISTS EXTERIOR WALL a 24'oc. EDGE NAIL (2) ROWS (2) LAYERS o PER PLAN EDGE NAILING FLR PLYWD FLOOR JOISTS (PER PLAN) EDGE NA EDGE NAIL o L NG 1(od aI(o' OG INTO JOISTS PLYWOOD SUB -FLOOR o 16d �" OC INTO 2x4 DECK L EDG ER DRAG STRUT TRUSS (2) ROWS Sd 6 6' oc. o EDGE NAIL 1s TYP. FJI��II�JI�ING DETAIL TYP. FRAMING DETAIL o 3 ,/2' LSL OR DBL RIM o A35 12 OC. �.J o SIMPSON CSI6 STRAP TIE C� LTP4 12' O.C. o w/ l28) Sd NAILS SHEARWALL PER PLAN JOISTS PER PLAN 0 FLR JSTS EDGE NAIL (1i2x STUD 1(od a4' OC 2x4 CONT. SHEARWALL PER PLAN m HOEDOWN SHEATHING PER PLYWD PER SCHEDULE • PLY_ EDGE NAILING SHEARWALL PER PLAN 0 EDGE NAILING � y 0 � \ �+ HOEDOWN STUDS �J CTYP.) SHEARWALL PARALLEL TO FLOOR JOISTS SCHEDULE 11-I�U EDGE NAILING BOTTOM PLATE WALL SHEATHING BOTTOM PLATE TWO SIDLED SHEAR WALL CS16 HOEDOWN AT FLOOD U NAILING PER 2x SOLID BLOCKING PER SCHEDULE NAILING PER ��T�o �]HI�E�]I����� �® �'�®®� ���v 2x SOLID BLKCx SCHEDULE PLYWOOD EDGE SCHEDULE 2� TYR FRAMING DETAIL 2 ���• FRAMING DETAIL K22 TYP. FRAMING DETAIL FLOOR PLYWD EDGE NAILING SUB -FLOOR NAILING SCALE: 3/4"-I'-O" SEE i=LANS FO(, » OF-IOLDOLUNS EDGE 16d 4' or— NAILING SHEARWALL PER PLA (1) H2B EA, SIDE OF DBL JOIST CONT RIM (GHOLDOWNS I(od -1 4' O_C. JL CONT RIM BOTTOM PLATE NAILI TYPICAL) 2X PT. PLATE PER SCHEDULE (OR PER PLAN) EDGE NAILING •! r •. � EDGE NAILI Sd � 6' O.C. JOIST PER PLAN FOUNDATION 2x4 CONTINUOUS JOIST PER WALL FLOOR PLYWOO SHEATHING PER PLAN SCHEDULE `• FLOO JSTS (PER PLAN)LX L/ • • ' ►, L CANTILEVERED FLOOR CANTILEVERED ]FLOOR @ FOUNDATION Ur N 0 00 23 TYP. FRAMING DETAIL 24 TYP. FRAMING DETAIL EXTERIOR WALL JOIST OR BEA PER PLAN c: > CONT- 2x RIM JOIST PLYWOO SCHEDULE PER • � u Cr:)v EXTERIOR WALL SHEARWALL PARALLEL TO FLOOR JOISTS BOTTOM PLATE NAILING Q m — tv PER PLAN PER SCHEDULE BOTTOM PLATE NAILING N -n 9 EDGE NAILING COMMON TRUSSES PER SCHEDULE EXT. WALL SHEATHING >a) rn L PER PLAN FLOOR PLYWOOD SHEARWALL PER PLAN CONT. 2x RIM JOIST PER SCHEDULE • > v PLY. SPLICE a� o v EN. c4 a PLYWOOD SUB -FLOOR FLOOR JOISTS (PER PLAN) — I(od TN. o 16' OC. BOTTOM PLATE NAILING E PER SCHEDULE PLY, SPLICE FLOOR PLYWOOD ROOF DECK JOIST EDGE NAILING EDGE NAILING — PER PLAN FLR JOIST PLY. SPLICE 16d TN. o 6' O.C. N PER PLAN FLOOR PLYWOOD N N EDGE NAILING JOISTS (PER PLAN) EDGE NAILING WALL SHEATHING JOIST HANGER FLOOR JOISTS (PER PLAN) PLY_ SPLICE EDGE NAILING (SIMPSON U HANGER) PER SCHEDULE 2x SOLID BL1G'NG. EXTERIOR WALL PT 2x LEDGER W/ JOIST PERPENDICULAR TO EXTERIOR WALL sHEARWALL PERPENDICF ULAR TO LOOR JOISTS 3/&'DIA. LAG SCREW GIRDER TRUSS JOIST HANGER INTERIOR SHEARWALL TO FLOOD JOIST PARALLEL TO NEXT WALL Date 1 16' OC PER PLAN (SIMPSON 'U" HANGER) April lath, 2021 r2-5**�TYP. FRAMING DETAIL r2r—o**� TYP. FRAMING DETAIL TYP. FRAMING DETAIL EXTERIOR WALL PER PLAN GWB ON CEILING BELOW sheet RESUB ROOF DECK FLR JST TO GIRDER TRUSS Apr 20 2022 2s TYP. FRAMING DETAIL 29 TYP. FRAMING DETAIL CITY OF EDMONDS DEVELOPMENT SERVICES S3 DEPARTMENT