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APPROVED BLD PLN RESUB3 BLD2024-0349+Architectural_Plan+8.15.2024_10.06.58_AM+4442452MAX ALLOWED HT. - 335.41' �, N MAX ALLOWED HT. - 335.41' EXTEND EXISTING RIDGE - 334.90' NO ADDTL HEIGHT AVERAGE GRADE - 310.41' 9e .�, ��� <�� �� i �� STEP FLASHING PER R703.8 TYPICAL @ ALL ROOF TO WALL INTERFACES REMOVE &FILL_ EX'G GARAGE DR REMOVE &FILL_ EX'G GARAGE DR F R O N T E L E SAT I O N SCALE: %" =1'-0" APPROVED ADDRESS TO BE PLAINLY LEGIBLE & VISIBLE FROM THE STREET. NUMBERS IN CONTRAST TO BACKGROUND. MIN. 4" HIGH &�" THICK STROKE r/ r/ rl r/ �� r� �/ �/ EX G OP�N'G r1 r/ r/ r/ r/ r/ ��f rl ,sl �l rl r/ L E FT E L E VAT I O N SCALE: �" =1'-0" NEW WINDOW I N EX'G OPEN'G TYPE 15 FELT UNDER VALLEY COMPOSITION ROOFI(\ ter.,,,,,.. , r, ,�,,, ,�, ,,,, ,r r OVER 30#FELT SAF. GL. SAF. GL. EXISTING ADDITION r---.-----------.----------1 ALL WORK SUBJECT I Special Inspections) required for this permit: I TO FIELD I I INSPECTION FOR � 1. Adhesive Anchor Installation ; CODE COMPLIANCE � Please obtain a separate from the City of Edmonds � APPROVED plumbing permit ------------------------------------- PLANS MUST BE ON JOB SITE OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES ' Reviewed by City of Edmonds ; Planning Division � ' --------------- City Of Edmonds Building Department Work ADDITION, REMODEL AND PORCHES Address 19511 94TH PL W Owner LANDSVERK Approved Date 8/22/2024 Building Official � !7 Og%�z[c Permit Number �������'���� � N M � U o� � N J > Q N _ � � 2 l~O�(V l0 0 � � O L�..I � z v J � �z� J o z O 0 oZS ' w O W RESUB Aug 15 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DATE 8-15-24 DRAWN JCR REVISION - REVISION - REVISION - 335.41' MAX ALLOWED HT. - 335.41' A REAR ELEVATION SCALE: �" =1'-0" RIGHT ELEVATION SCALE: %�� = 1'-�'� EXISTING ADDITION � (V M � U o� � ( V J > CV J Q�� 2 l~O�N l0 0 � � O L�..I � z v J � �z� J o �J U z w 0 CV LLJ � O � � 1�1� � Q S � � ci-i Ol � �' z o W � � �o � w 0 z Q z O 0 0 Q w 0 0 w oc RESUB Aug 15 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DATE 8-15-24 DRAWN JCR REVISION REVISION REVISION - 1.2 LINE OF EXISTING PATIO 37'-0" 8� p�� 13'-1" 11'-11" 12' 0" 6x6 P.T. COLUMN. EPCZ w N TYP. 30"x 30"x 4'-6" DEEP " " " DEPRESS STEM 9" @ " " " OR EQ. TO BM. TYP. 30 x 30 x 4 -6 DEEP g 30 x 30 x 4 -6 DEEP W/(4)#4 TOP & BOT. THROUGHOUT W/(4)#4 TOP & BOT. D��qg OVER. TYPUR UNDER NEW SLAB W/(4)#4 TOP & BOT. PER ZZ/S2 � � � � PER ZZ/S2 � � � � PER ZZ/S2 — ® N --- ---- N �® 1 6"THICKENED EDGE L J L— J � J EXTEND 6-8 BLW 30"x 30"x 4'-6" DEEP FIN. GRADE W/(4)#4 TOP & BOT. 11'-O" I 4 CONC. SLAB PER ZZ/S2 FILL &TAMP. 6x6 P.T. COL. ABU66 � I � � � - 6x6 P.T. COL. ABU66 OR EQ. TO FTG DEPRESS ST M 9" @ 7'_p" OR EQ. TO FTG — `D 6" STEM & 12"WIDE FTG 18 18 DOOR OPEN' .POUR _ _ 61 — — — — — — SLAB 0 ER 6" 3�-4%" %" '-4%" I � � � � _ - FOUNDATIONS. TYPICAL R HTTS H�5 �' � ; � ' � o THROUGHOUT S1 — — — — — — — — — — — — � �' � CUT DOWNEX'G 4" CONC. SLAB I TYPICAL � STEM WALL TO 1 HTTS 24 I' FILL &TAMP. 4��� � �: � — — — — — — — — — — — — — — J BLW SLAB LEVEL I �� 12 � 4� p. HTTS I � I I �o DEPRESS STEM 9" @ DOOR OPEN'G. POUR HTTS HTTS - UNCONDITIONED STORAGE I I SLAB OVER — — •� � � — — � ROOM. NO INSUL. REQ'D. HTTS ---- — r—------- � I� � � I � � CONNECT NEW FOUND. TO EX'G I W/(2) #4 REBAR @WALL & (2) @ I HTTS � FOOTING. DRILL4" MIN. INTO EX'G CONNECT NEW FOUND. TO EX'G r — — — — — — J � I I I SET IN EPDXY ANCHOR. ADHESIVE. _ TYPICAL THROUGHOUT W/(2) #4 REBAR @WALL & (2) @ FULLY INSUL. UNDER NEW I � I M FOOTING. DRILL 4" MIN. INTO EX'G I I ® SLAB. CUT DOWN EX'G STEM I I � I SET IN EPDXY ANCHOR. ADHESIVE. AS REQ'D FOR SMOOTH I I I TYPICALTHROUGHOUT I I TRANSITION BTWN NEW & I L- I I I EX'GSLAB I � � w � J Q � I I I � II II o I I II II III I ICI I I I II � � I III I II II I I _ _-------- I� I �o_o� �a_a� I I� o �I IF o �I L - J L - J � � � J I I HTTS I \� — �� � I I` � I I ` � I I I `�� I I I DEPRESS STEM 9" @ I I DOOR OPEN'G. POUR — — — — — — I SLAB OVER r 2'-6" 3'-2" 2'-4" 1 �� HTTS 4� I I I _ ---� I I -- � � - ----- I — L-----J I -----� g I — — — — — — — — — — — � FULLY INSUL. UNDER NEW I SLAB. CUT DOWN EX'G STEM r�-�� II AS REQ'D FOR SMOOTH — — — — — — —I� � — — — — J TRANSITION BTWN NEW& L� - J EX'G SLAB I � �� L ���— I N r — `� I � S 1 �_—� I I �� �� `_ I— — — — — — — — — — L-- — — — — — — — — — — I o I I 0 ------- I I J I �--------� �I�24 6x6 P.T. COL. ABL OR EQ. TO FTG `�Taherza�, �� woe wnsy,N �� �� � � (" °2 / n �' za � r ���� �! ClSTGR�� �a`�� �, SSZ��NAL� EXPIRES FEB 2025 STRUCTURAL ONLY 24� - 6x6 P.T. COL. ABU66 OR EQ. TO FTG 0 CONNECT NEW FOUND. TO EX'G ' W/(2) #4 REBAR @WALL & (2) @ I FOOTING. DRILL4" MIN. INTO EX'G SET IN EPDXY ANCHOR. ADHESIVE. TYPICAL THROUGHOUT i � i � i � i � J HTTS � HTTS R S1 TYPICAL HTTS HTTS M c-I M � I I I I I I I I I I I I I � � � � L-----J CUT EX'G STEM WALL DOWN TO BLW SLAB LEVEL @NEW GARAGE I DOOR OPEN'G. VERIFY EX'G SLOPE OF SLAB TO PROVIDE I POSITIVE DRAINAGE FOR NEW CONFIGURATION L—_—__—_ --- -- ------- HTTS CUT EX'G SLAB &POUR I NEW STEM WALL IN EX'G� GARAGE DOOR OPEN'G CUT EX'G SLAB &POUR I NEW STEM WALL IN EX'G� GARAGE DOOR OPEN'G I HTTS GENERAL NOTES OPERABLE WINDOWS WITH OPENINGS GREATER THAN 72" ABOVE GRADE OR SURFACE BELOW LOWEST PART OF CLEAR OPENING TO BE 24" MIN. ABOVE FINISHED FLOOR. EXCEPTIONS: FULLY OPEN WINDOWS WHERE A 4"SPHERE MAY NOT PASS THRU OR WHERE FALL PROTECTION DEVICES ARE PROVIDED PER ASTM F 2090 OR IRC R312 SAFETY GLASS &SKYLIGHTS PER IRC R308 ALL HOEDOWNS, FRAMING ANCHORS &SHEARWALL NAILING TO BE INSPECTED BEFORE COVERING ®SLAB -ON -GRADE INSULATION R-10 RIGID WATER RESISTANT FOAM INSULATION RATED FOR GROUND CONTACT. EXTEND 24" VERTICALLY OR HORIZONTALLY AROUNDPERIMETER OFSLAB-ON-GRADE. PROTECT ALL EXPOSED ABOVE GRADE EDGES OF INSULATION FROM MOISTURE &DAMAGE. MAINTAIN A THERMAL BREAK AT THE EDGE OF SLAB. PER ENERGY CREDIT 1a -INSULATE UNDER ENTIRE SLAB FOOTING SCHEDULE CALL OUT H x W x D READ REBAR 12 6x12x12 15 7x15x15 18 8x18x18 2-#4EA.WAY 20 8x20x20 24 18 x 24 x 24 3 - #4 TOP & BOT. EA. WAY 30 10 x 30 x 30 3 - #4 EA. WAY 36 10 x 36 x 36 4 - #4 EA. WAY 42 12 x 42 x 42 4 - #4 EA. WAY 15C 8 x 15 CONT. 2 - #4 CONT. ALL EXTERIOR FOOTINGS TO EXTEND 18" MIN. BELOW FINISHED GRADE UNLESS NOTED OTHERWISE. STRIP ALL WOOD FORMS PRIOR TO BACKFILLING. NOTE - SHEARWALL ON EX'G STEM WALL: � VERIFY ORADD %"� ANCHOR BOLTS OR EXPANSION BOLTS W/4"MIN. EMBEDMENT IN EX'G CONCRETE STEM WALL PER SHEARWALL SCHEDULE. NOTE -NEW STEM WALLS: NEW WET -SET ANCHOR BOLTS PER SHEAR WALL SCHEDULE WALL LEGEND: EXISTING WALLS -TO REMAIN - - - EXISTING WALLS -TO BE REMOVED NEWWALLS-ADDITION-REMODEL N FOUNDATION PLAN SCALE: �" =1'-0" U l.0 ( V M � o^ J jQ�I CV Q fV _ � � 2 �o� 0 � �( v �0 oo O u..i J r'zc� Nz� J O W U z W 0 �� o ('V LLJ � o 00 J rn � Q _ � � � �, o �' z Lr, O W � � o w �� 0 z Q z 0 0 0 Q W W 0 O w RESUB Aug 15 202� CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DATE 8-15-24 DRAWN JCR REVISION - REVISION - REVISION - -LINE OF EXISTING UNCOVERED PATIO 37'-0" 8' 0" 13'-1" 11'-11" 12'-0" 6x6 P.T. COLUMN. REMOVE EX'G COVERED COVERED PORCH NEW NOOK WALL IN PLACE LCE4 OR EQ. TO BMS 6x6 P.T. COLUMN. PATIO ROOF. NEW CONCRETE SLAB OF EX'G COLUMNS MITERED OVER ECCQ OR EQ. TO BM COLUMNS IN LINE W/EX'G 11°5° XOX COLUMN LINE OF NEW PATIO x 4x8 DF#2 3-2x6 3�"x 10%" 24F-V4 5%"x 12" 24F-V4 � � � GLB (M-8) I 6x6 P.T. COLUMN � I FULL HT. TO ROOF I BUILT-IN BENCH _ � I m `� " 11'-0" 6'-0" 7'-0" � o � 6x6 P.T. COLUMN. LCE4 o BM ABV xo LL I � � o LL 6x6 COLUMN OR EQ. TO BMS MITERED 8� 3'-2" � �, � I N 00 K N � � N _ OVER COLUMN BTWN RIDGE & 6x6 P.T. COLUMN. �° � I = �AULTED CL'G o x CROSS BM BLW - LCE4 OR EQ. TO BMS _ ___ _ MITERED OVER I J I � � � � �w � -�N 6x8 DF#2 (M-6) COLUMN I � � �� - � - - 7 4" MAX REPLACE EXG 9 DOOR 7%" MAX � � 6x6 P.T. COLUMN. � � w \ � � �, STEP S -3 9° 8° 0 SL GL DR STEP � �' , PCZ OR EQ. TO BM o � COVERED PCIRCH � � 1 � 3-2x6 4x8 DF#2 � � � EX'G HDR ;� 5�"x 9%" PSL DROP (UF-1) I3-2x6 I i° o I ;' CONCRETE SLAB I N I" 3 `D � 3-2x6 STUDS TO I � M I % ° I I M OPT. 5%"x 11%" PSL PKT FLUSH I I ; COVERED PORCH 2" � RIDGE BM ABV I � � M 4-2x6 HF#2 FULL % I °� I � CONCRETE SLAB � I � � HT. NO SPLICE � / I m r � 73/" MAX 4-2x6 HF#2 FULL � / I '9°8°X GL'DR STEP I M SW-3 I ; N I HT. NO SPLICE 8'-6" � (2)CS16x30"NEW TO EX'G 6x6 '% r r� � � rr J� EXG DBLTOP PLATE I N - - J � I ' 6x10 DF#2 (M'7) �, ' EX'G HDR ---- b O � M 2 �' / �I I I _ KITCHEN ----- � I 0 / �I 4'-0" �-o'� � -______� - � � WALK-IN I �I ��ISLpND � zoo �I � STORAGE � �I � �I, � — — � o > _ M GAS FIREPLACE INSTALLED 6-7 ' � �I / i I to I ��-`� � FIREWOOD STORAGE / � , �� o � � - � w w � M J x � PER MANUF. SPECS. ADJUST �� �� / - zl / � I �`_' I IO x I z z �' HU410 OR EQ. HNGR � o � 24 DEEP x 30 WIDE b / � _ "' � a� � DIMENSIONS AS REQ D GREAT R00 M / o, Y � = I z � � _ _ J � � TO SIDE OF BM Nam, o / I N l m ��� � z � X �� r rr / �I I � I � o> a � � �I _ N I � `� MASTER BEDROOM � ; Ili I " I� I �� � ' � _ �� �' I �' I Op � � 3%"x 9" 24F V4 GLB (M-11) WALK -I N \ �� I I I I II I 4'-0" ----- T � (2)CS16x30" NEW TO X w I II VERIFY LOC. OF EX'G �� I I I I II I � EX'G DBLTOP PLATE LL' �' I ATTIC ACCESS STORAGE J o � I II r, RELOCATE IF REQ'D wLLll r---� I� '��--J II � � - °� �'' �' % I � I i' � o I L �' 3° L J � I 11'-2�" 5�_g��� 7�_3��� I A��i/ �o �� � �� � -, �- SA � RELOCATE EX'G J I � � / \\ I I I 48" OPN'G ELECT. PANEL � �� h\ \\ \ I I I HOT WATER + � � I 3x3MIN ----� I � ,�---- �--� LANDING HOSE BIB I � � I � I � ROD-SHLF � � _\ \\ I M 11 I I � I I I � I I l � �� � J — 3 „ I I I I I I I �� �� x GUEST //� � \ \�' � � rn � > 7 4 MAX � � 6° BP � REMOVE STEP 10-6 VANITY � /� � ��/ EX'GSTAIR � � - _ / / � I � PAD EX G WALL T 4x8=DF#� 3° l � � I � � /j�%%/ FLUSH W/NEW LIE � N i , // �'�� � � MASTER BATH O � sA co � � I , 7%//�// � OF UPPER ABV m // / \\ N I I I� 7lllll I III \I III ®5o II --- II I NO STEP o -_ -_ � � J l r 11 1 / 11 � o I I 33"x 96" R.Q.I ROD-SHLF I' �z � I --------------1—_ _ I �I �� � I r �� � / � I � � 5'-3" I I 2(0" II II � I I- I �w' I �� � I l I I II I II ��� � � � I �, I W K-IN SH I I I III i� � I 2x4 HALF WALL = _ _ � _� � � � _ _ � � _ � , j � �" I PER SEPCS _ _ - � J I BENCH PER I I � � I I �� I sEPcs I I � o f I I I � - FOYER --'� I I I WALK -I N I 30"x 96" R.O. I I L- � ] I I WARDROBE I I , I I� II I Ir �o o _ z �°° � ®50 I I�,��j I I I I� v �2"SHLVS I \ I SW-6 REMOVE &FILL I = 0 EX'G WINDOW <,-, I o 5'-11" J I " I _ _ EXG _ _ 74"MAX STEP — — S_ �r�' '� 4x8 DF#2 4 2x6 � 3°8° �� D W r l � ��� __ �I 4x8 DF# O�i� I 90 I I r 26 ��'�h�'j� � I � WH � II �� � � - -� r l I I O5 J I I I I II ��� � I. � ° 1 III II LAUNDRY � � II N WALK -I N I � I I � I I � !i I PANTRY J 51-m" VAQL-i — � I / I � II I I `r' I I I OI I PWDR III I I m l l I I I I 3° I ' I STACKED WASHER 3%' 9%" PSL DROP (UF-3)I ' 26 LL - - JI � __ - - r DRYER V.T.O.S. REUSE EXG 4x8 / 16"SHLVS ®50 � DF#2 HDR / ALIGN NEW WALL W/EX'G BM/COLUMN I v � I I 8'-0" � 5'-10" � 4'-2" SA CO EX'G 6x8 , - - — o ,�0 0 �V -- ------ I I o � HEAT �'-�° 3'-11�" 4'-1�" c� 0 3'-5" Q I VERIFY LOCATION TO ALIGN � III III � I W/LOADS FROM ROOF ABV I - - - III III w �I I II OI i -T—TTT- - T om- r r I EX G D STU D zl �—L_L� I 281 I I �I I I I I I I I I I zl I T—TTT I I I I I o �-�+� I I I I I� I �, J- _ �_I-� � , I - - - = _ - - - - - � INTEGRATED HEAT DINING AREA � � I I I I PUMP WATER HEATER "_w �IIIIIII I MECH.IRM I PER ENERGY CREDIT5.5 I'I I ELEC o3 STEEL BOLLARD UP 36"MIN. 0 I O UP 16 RISERS I I I COVERED PORCH N CONCRETE SLAB N o � �I 6x6 P.T. COLUMN. � LINE OF 6x6 P.T. COLUMN. EPCZ OR EQ. TO BM EXISTING PATIO EPCZ OR EQ. TO BM / `�Taherza�, �� woe wnsy,N � �� ���+ 02 . z r� -SS��)NAL ��C,� EXPIRES FEB 2025 STRUCTURAL ONLY SW-4 REMOVE &FILL I I EX'G DOOR _ _ I I SW-6------ SW-6I I � II EXG EXG II II I I REMOVE EX'G BACK I I ENTRY ROOF, WALLS I II & WALKWAY I I I I I JI I I C-_� � Cj IL J I I I I II n %' i i � r r � I I EX'G 6x8 ® � �I � I ALIGN NEW WALL I I W/EX'G COLUMN I I II II II II II II HOBBY RM I I I ® �I II II SW-6 EXG ELECTRICAL LEGEND R314 -SMOKE ALARM PER UL 217. INSTALL SA IN EACH BEDROOM, OUTSIDE & IN IMMEDIATE VICINITY OF SEPARATE BEDROOMS, ON EACH FLOOR OF RESIDENCE. R315 -CARBON MONOXIDE ALARM PER UL CO 2034. INSTALL OUTSIDE & IN IMMEDIATE VICINITY OF SEPARATE BEDROOMS & ON EACH FLOOR OF RESIDENCE. ®50 CFM MIN. EXHAUST FAN 50 VENTED TO EXTERIOR MIN CFM CONTINUOUS OPERATION ®WH COMBINATION SPOT &WHOLE HOUSE FAN. FOR INTERMITTENTTIMED OPERATION: RUN-TIME% PER 4 HR SEGMENT FACTOR 25% 33% 50% 66% 75% 4x 3x 2x 1.5x 1.3x R314.2.1 & R314.4.1-HEAT DETECTORS HEAT SHALL BE LOCATED IN ATTACHED GARAGE & SHALL BE CONNECTED TO A SMOKE ALARM INSTALLED IN THE DWELLING HALLWAY OR ROOM TO PROVIDE OCCUPANT NOTIFICATION HIGH -EFFICIENCY LIGHTING IRC N1104 & WSEC R404 A MINIMUM OF 90%OF PERMANENTLY INSTALLED LAMPS IN LIGHTING FIXTURES SHALL BEHIGH-EFFICACY LAMPS. ALL INSTALLED LIGHT FIXTURES WILL BE LED OR WILL BE SUPPLIED WITH LED BULBS. FUEL GAS LIGHTING SYSTEMS SHALL NOT HAVE CONTINUOUSLY BURNING PILOT LIGHTS. EXG SW-6 EX'G BM 3 CAR GARAGE - EX'G BM - X X X X wl,ll� GENERAL NOTES OPERABLE WINDOWS WITH OPENINGS GREATER THAN 72" ABOVE GRADE OR SURFACE BELOW LOWEST PART OF CLEAR OPENING TO BE 24" MIN. ABOVE FINISHED FLOOR. EXCEPTIONS: FULLY OPEN WINDOWS WHERE A 4"SPHERE MAY NOT PASS THRU OR WHERE FALL PROTECTION DEVICES ARE PROVIDED PER ASTM F 2090 OR IRC R312 SAFETY GLASS &SKYLIGHTS PER IRC R308 ALL HOEDOWNS, FRAMING ANCHORS & SHEARWALL NAILING TO BE INSPECTED BEFORE COVERING OSTAIRS -IRC R311 STAIRWAYS TO BE 36" MIN. CLEAR WIDTH MEASURED ABOVE HANDRAIL &BELOW REQ'D HEADROOM HEIGHT. HANDRAILS MAY PROJECT 4%" MAX. ON EITHER SIDE. STAIRWAY CLEAR WIDTH TO BE 31�" MIN. AT &BELOW HANDRAIL (27" MIN. IF HANDRAIL INSTALLED ON BOTH SIDES). MIN. HEAD HEIGHTTO BE 6'-8"MEASURED VERTICALLY FROM NOSING OF TREADS. RISERS TO HAVE MAX. HEIGHT OF 73/". TREADS TO HAVE MIN. DEPTH OF 10". EACH MAY NOT VARY MORE THAN %" VARIATION IN DIMENSION. TREADS WITH SOLID RISERS TO HAVE 3/"MIN. TO 1�" MAX. NOSING WITH %" MAX VARIATION. TREADS WITH 11"MIN DEPTH NOT REQUIRED TO HAVE NOSINGS. LANDINGS TO HAVE 36" MIN. DIMENSION IN DIRECTION OF TRAVEL. HANDRAIL REQUIRED ON STAIRS RISING 4 OR MORE RISERS. INSTALL BETWEEN 34"-38"ABOVE NOSING. 1�"-2" DIAMETER GRIP TO RUN CONTINUOUS FOR FULL FLIGHT OF STAIR RETURN ENDS TO WALL OR NEWEL. PROTECT ENCLOSED ACCESSIBLE SPACE UNDER STAIRS WITH �" GWB ON ENCLOSED SIDE. STAIRWAY ILLUMINATION - R203.7 INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHTSOURCE TO ILLUMINATE THE LANDINGS AND TREADS. THE LIGHT SOURCE SHALL BE CAPABLE OF ILLUMINATING TREADS AND LANDINGS TO LEVELS OF NOT LESS THAN 1FOOY-CANDLE AS MEASURED ATTHE CENTER OF TREADS AND LANDINGS. THERE SHALL BE A WALL SWITCH AT EACH FLOOR LEVEL TO CONTROL THE LIGHT SOURCE WHERE THE STAIRWAY HAS SIX OR MORE RISERS. OEMERGENCY ESCAPE -IRC R310 EACH SLEEPING ROOM TO HAVE 1 MINIMUM EMERGENCY ESCAPE OPENING. OPENINGS TO BE 24"MIN. CLEAR HEIGHT, 20"MIN. CLEAR WIDTH. NET OPENING TO BE 5.7 SQ. FT. MIN. (5.0 SQ. FT. @GRADE FLOOR) BOTTOM OF CLEAR OPENING TO BE 44" MAX ABOVE FINISHED FLOOR. OBATHROOM NOTES SHOWERS TO HAVE 30"x30"MIN. CLEAR FLOOR SPACE. 24"x30" CLEAR SPACE REQUIRED OUTSIDE DOOR. HINGED DOOR TO OPEN OUTWARD. ALL ENCLOSURES TO BE SAFETY GLASS. 15" CLEAR SPACE REQUIRED EACH SIDE OF CENTERLINE OF TOILET. 21"MIN. CLEAR SPACE IN FRONT OF TOILET &SINK. TUB &SHOWER FLOORS &WALLS ABOVE TUBS WITH SHOWER HEADS TO HAVE NONABSORBENT SURFACE UP 6' ABOVE FLOOR. INSTALL BLOCKING FOR TOWEL BARS &TOILET PAPER HOLDERS. ®GARAGE SEPARATION GARAGE TO BE SEPARATED FROM THE RESIDENCE &ITS ATTICS WITH �"GWB MIN. SEPARATED FROM HABITAL ROOMS ABOVE WITH %" TYPE X GWB MIN. WHERE THE SEPARATION IS A FLOOR/CEILING ASSEMBLYTHE SUPPORTING STRUCTURE TO BE PROTECTED WITH �" GWB MIN. OPENINGS INTO SLEEPING ROOMS NOT PERMITTED. DOOR TO RESIDENCE TO BE 1%"THICK MIN. SOLID OR HONEYCOMB CORE STEEL DOOR OR 20 MINUTE FIRE RATED DOOR WITH SELF -CLOSING DEVICE. DUCTS IN GARAGE TO BE 26 GAUGE STEEL MIN. WITH NO OPENINGS. ALL PENETRATIONS PROTECTED PER IRC R302 OFIREBLOCKING -IRC R302.11 INSTALL FIREBLOCKING TO CUT OFF ALL CONCEALED DRAFT OPENINGS (VERY. & HORIZ.) IN THE FOLLOWING LOCATIONS: CONCEALED SPACES OF WALLS INCLUDING FURRED SPACES VERTICALLY ATTHE CEILING &FLOOR LEVELS HORIZONTALLY AT INTERVALS NOT EXCEEDING 10'. AT INTERCONNECTIONS BTWN CONCEALED VERTICAL & HORIZONTAL SPACES (SOFFITS, DROP &COVE CEILINGS) AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES & WIRES AT CEILING &FLOOR LEVEL, WITH AN APPROVED MATERIALTO RESISTTHE FREE PASSAGE OF FLAME & PRODUCTS OF COMBUSTION. FIREBLOCKING TO BE 2x NOMINAL LUMBER. DOUBLE THICKNESS OF 1"NOMINAL LUMBER -BROKEN LAP JOINTS. ONE THICKNESS OF z%z' WOOD STRUCTURAL PANELS -JOINTS BACKED BY THE SAME. ONE THICKNESS OF 3/" PARTICLEBOARD -JOINTS BACKED BY THE SAME. �"GYPSUM BOARD. �" CEMENT -BASED MILLBOARD. BATTS OR BLANKETS OF MINERAL WOOL OR GLASS FIBER OR OTHER APPROVED MATERIALS INSTALLED IN SUCH A MANNER AS TO BE SECURELY RETAINED IN PLACE. CELLULOSE INSULATION INSTALLED AS TESTED FOR THE SPECIFIC APPLICATION. OATTIC ACCESS -IRC R807.1 22"x 30"MIN. ROUGH FRAMED OPENING. 30" MIN. HEADROOM FROM BOY. OF CL'G MEMBERTO BOY. OF ROOF MEMBER. ACCESS DOOR TO BE WEATHERSTRIPPED &INSULATED. PROVIDE 12" INSULATION DAM AROUND PERIMETER OF OPENING. WALL LEGEND: � I � o EXISTING WALLS -TO REMAIN c� ��-, � w I dll � I =EXISTING WALLS - TO BE REMOVED I N 3�"x 9%" PSL (M-2) - � � 3%"x 9�" PSL (M-1) - - - _ �., 9°8° GARAGE DR 9°8° GARAGE DR SW_6 SW-6 12" 9'-3" 12" 9'-3" 2'-6" EXG 11LI .I ��� �'%�'% NEW WALLS -ADDITION -REMODEL � � 1127 SQ. FT. EX'G GARAGE 162 SQ. FT. ADDED @HOBBY RM -30 SQ. FT. REMOVED @MECH. RM -62 SQ. FT. REMOVED @ LAUNDRY RM 1197 SQ. FT. NEW TOTAL GARAGE MAIN FLOOR PLAN SCALE:" =1'-0" 2496 SQ. FT. EX'G MAIN FLOOR 2541 SQ. FT. NEW MAIN FLOOR -162 SQ. FT. REMOVED @HOBBY RM 1700 SQ. FT. NEW UPPER FLOOR 30 SQ. FT. ADDITION @MECH. RM 4241 SQ. FT. NEW TOTAL LIVING 62 SQ. FT. ADDITION @ LAUNDRY RM 85 SQ. FT. ADDITION @NOOK 4138 SQ. FT. EX'G LIVING AREA 30 SQ. FT. ADDITION @MASTER 4241 SQ. FT. NEW LIVING AREA l.0 ( V M � o � J jQ�I CV Q fV _ � � 2 �o� 0 � �( v �0 oo O u..i J r'zc� Nz� J O �J U z W 0 �� o ('V �J � o 00 J rn 1__I_ � Q _ � \/ � C/) i rn o �' z Ln o W � � o w /�� 0 z Q z O 0 0 Q W W 0 0 W RESUB Aug 15 202� CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DATE 8-15-24 DRAWN JCR REVISION - REVISION - REVISION - 2541 SQ. FT. NEW TOTAL LIVING 103 SQ. FT. TOTAL ADDITION l.0 ( V M � U o^ � >�� GENERAL NOTES ¢ a J =�� OPERABLE WINDOWS WITH OPENINGS GREATER THAN 72" � � ABOVE GRADE OR SURFACE BELOW LOWEST PART OF CLEAR OPENING TO BE 24" MIN. ABOVE FINISHED FLOOR. � � � � EXCEPTIONS: FULLY OPEN WINDOWS WHERE A 4"SPHERE J N z MAY NOT PASS THRU OR WHERE FALL PROTECTION J O DEVICES ARE PROVIDED PER ASTM F 2090 OR IRC R312 SAFETY GLASS &SKYLIGHTS PER IRC R308 ALL HOEDOWNS, FRAMING ANCHORS & SHEARWALL NAILING TO BE INSPECTED BEFORE COVERING ® � — — I I F1 F1 S1 S1 5'-10" I LLJ I CS16 � � CS16 U z w — — — I 0 5�"x 9�' PSL DROP (UF-1) OPT. 5%"x 11%" PS PKT FLUSH W/EX'G FLR JS�fS (� � o // I I � o0 J rn � � � � o �' z / / I LLJ � � "-' � � � (,/7 i 0 � // I REMOVE EX'G FRAMING // I I I ¢ o FOR RADIUS EDGE OFLOFT / � I o � Ca, z I Q J O �� o¢ � o'-'-c o M g r — — 1 I //� � I I�� �� � � � C7 QD •--i w .� O N � =o �I -"� �_ "� I _ 1 \ �` WIZ m O w r' a m — �o S1 � // WILL � SIM (VERIFY) / °�I I o � °x° � I _ �w II �� � i ii � �� II � h � � -�I III �� � � M ��� I � \ � I I I wlz _ �� I S1 �\ �\ � \�+�I� I ��� - —� I SIM Ila J \ _ w LL \ � \ � �_ u _ � I H _ � \ \ , / � \� II \ I � � EX'G DBL JSTS TO SUPPORT OF / � I � � � � ��/ EX'G STRUCT. FOR ROOF � ///� � LOAD. CUT @NEW BR G W L w / , m I ���� LOAD TO REMAIN I I / DX \ \ ///// ¢ ¢ \ __ II � I I /��� I �i//// Go - - ���� - - I v w I\ 7/�/// � � I I I I � O I — — �� �_ Q _�_ IIJ ICI �� I I�� I� II II I I _ _ -IIII I z z 3�"x 9 "PSL DROP (UF-3) I I � �, °° — — — — — — — — — I - — p � � TOR PLACE EX'G BR'G z � I Ir' I I I I II x � � I III ALL & HDRS iCC = _ _ _ _ — I I� � — � � I I CUT EX'G J TS SHORT II N I I o I o it I I z III I ADD NE HNGRS �_ � a o li, REMOVE EX'G LSL & I I = w II I o v III CUT EX'G JSTS BACK I I � � �� � � J II I I S1 I ,.,., o TO N EW BM LL J O No II Zx118 LSLSTR �'�� J�II III M OVED BR'G WAL z J � °° J � � WII �I S1 \Q I ----- � �� SIM (VERIFY) � — — — — — x 0 z � II� � �o xo �� �¢ xo LL z -- M �� � Q II N I I U P CUz CU— ---- � � �� �� I I � o I I S1 �� z�ll wll S1 � Q _� _ SIM \ v II I I TYP. "' �o �o II N I I �o �� �� II �� ��II �, �� �� � � I I xN II � 0 � O ° � �1 w ai N N Z _ _ _ _ o -_ I I II � I I I I II � II IILLJ II II II � w I I II �¢ I I I I II SZ �/ ----------II �IIII� IIN IIII�Q = U— \II II�� II � III IIJ� m II II III II�z IIx IIN II�o � � � � III II�� III III II �� N c/) NEW SOLID BLK'G U/NEW EXT. WALLABY W I I II z J `f' I I `�' J I I w I w z RES U B I� I I � — — — — — �I JI CS16 I I NEW SOLID BLK'G I I I z _— � — U/NEW EXT. WALLABY � Aug 15 202� � JL � � CS16 CS16 CS16 CITY OF EDMONDS � ii � 1 �� � i� � I I II I I I DEVELOPMENT SERVICES 5 -9 2 -11/ 3 -0 3 -4" CS16 CS16 CS16 CS16 DEPARTMENT `�Taherza�, I I � — j� �04 wnsy,N �% — — �J � �� 3 5/ n 3�_0��� 12'-11" ��_0��� r z r. � ' sS���NAL��C�` UPPER FLOOR FRAMING PLAN SCALE:"=1'-0" EXPIRES FEB 2025 STRUCTURAL ONLY /' DATE 8-15-24 DRAWN JCR REVISION - REVISION - REVISION - 6x6 COLUMN BTWN RIDGE &� CROSS BM BLW EXPIRES FEB 2025 STRUCTURAL ONLY ELECTRICAL LEGEND R314 -SMOKE ALARM PER UL 217. INSTALL SA IN EACH BEDROOM, OUTSIDE & IN IMMEDIATE VICINITY OF SEPARATE BEDROOMS, ON EACH FLOOR OF RESIDENCE. R315 -CARBON MONOXIDE ALARM PER UL CO 2034. INSTALL OUTSIDE & IN IMMEDIATE VICINITY OF SEPARATE BEDROOMS & ON EACH FLOOR OF RESIDENCE. ®50 CFM MIN. EXHAUST FAN 50 VENTED TO EXTERIOR MIN CFM CONTINUOUS OPERATION ®WH COMBINATION SPOT &WHOLE HOUSE FAN. FOR INTERMITTENTTIMED OPERATION: RUN-TIME% PER 4 HR SEGMENT FACTOR 25% 33% 50% 66% 75% 4x 3x 2x 1.5x 1.3x R314.2.1 & R314.4.1-HEAT DETECTORS HEAT SHALL BE LOCATED IN ATTACHED GARAGE & SHALL BE CONNECTED TO A SMOKE ALARM INSTALLED IN THE DWELLING HALLWAY OR ROOM TO PROVIDE OCCUPANT NOTIFICATION HIGH -EFFICIENCY LIGHTING IRC N1104 & WSEC R404 A MINIMUM OF 90%OF PERMANENTLY INSTALLED LAMPS IN LIGHTING FIXTURES SHALL BEHIGH-EFFICACY LAMPS. ALL INSTALLED LIGHT FIXTURES WILL BE LED OR WILL BE SUPPI IFD WITH I FD RUI RS. FUEL GAS LIGHTING SYSTEMS SHALL NOT HAVE CONTINUOUSLY BURNING PILOT LIGHTS. GENERAL NOTES OPERABLE WINDOWS WITH OPENINGS GREATER THAN 72" ABOVE GRADE OR SURFACE BELOW LOWEST PART OF CLEAR OPENING TO BE 24" MIN. ABOVE FINISHED FLOOR. EXCEPTIONS: FULLY OPEN WINDOWS WHERE A 4"SPHERE MAY NOT PASS THRU OR WHERE FALL PROTECTION DEVICES ARE PROVIDED PER ASTM F 2090 OR IRC R312 SAFETY GLASS &SKYLIGHTS PER IRC R308 ALL HOEDOWNS, FRAMING ANCHORS & SHEARWALL NAILING TO BE INSPECTED BEFORE COVERING OSTAIRS -IRC R311 STAIRWAYS TO BE 36" MIN. CLEAR WIDTH MEASURED ABOVE HANDRAIL &BELOW REQ'D HEADROOM HEIGHT. HANDRAILS MAY PROJECT 4%" MAX. ON EITHER SIDE. STAIRWAY CLEAR WIDTH TO BE 31�" MIN. AT &BELOW HANDRAIL (27" MIN. IF HANDRAIL INSTALLED ON BOTH SIDES). MIN. HEAD HEIGHTTO BE 6'-8"MEASURED VERTICALLY FROM NOSING OF TREADS. RISERS TO HAVE MAX. HEIGHT OF 73/". TREADS TO HAVE MIN. DEPTH OF 10". EACH MAY NOT VARY MORE THAN %" VARIATION IN DIMENSION. TREADS WITH SOLID RISERS TO HAVE 3/"MIN. TO 1�" MAX. NOSING WITH %" MAX VARIATION. TREADS WITH 11"MIN DEPTH NOT REQUIRED TO HAVE NOSINGS. LANDINGS TO HAVE 36" MIN. DIMENSION IN DIRECTION OF TRAVEL. HANDRAIL REQUIRED ON STAIRS RISING 4 OR MORE RISERS. INSTALL BETWEEN 34"-38"ABOVE NOSING. 1�"-2" DIAMETER GRIP TO RUN CONTINUOUS FOR FULL FLIGHT OF STAIR RETURN ENDS TO WALL OR NEWEL. PROTECT ENCLOSED ACCESSIBLE SPACE UNDER STAIRS WITH �" GWB ON ENCLOSED SIDE. C :: 1 : 1/ 1: �I10iZlx� INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHTSOURCE TO ILLUMINATE THE LANDINGS AND TREADS. THE LIGHT SOURCE SHALL BE CAPABLE OF ILLUMINATING TREADS AND LANDINGS TO LEVELS OF NOT LESS THAN 1FQOT-CANDLE AS MEASURED ATTHE CENTER OF TREADS AND LANDINGS. THERE SHALL BE A WALL SWITCH AT EACH FLOOR LEVEL TO CONTROL THE LIGHT SOURCE WHERE THE STAIRWAY HAS SIX OR MORE RISERS. OEMERGENCY ESCAPE -IRC R310 EACH SLEEPING ROOM TO HAVE 1 MINIMUM EMERGENCY ESCAPE OPENING. OPENINGS TO BE 24"MIN. CLEAR HEIGHT, 20"MIN. CLEAR WIDTH. NET OPENING TO BE 5.7 SQ. FT. MIN. (5.0 SQ. FT. @GRADE FLOOR) BOTTOM OF CLEAR OPENING TO BE 44" MAX ABOVE FINISHED FLOOR. OBATHROOM NOTES SHOWERS TO HAVE 30"x30"MIN. CLEAR FLOOR SPACE. 24"x30" CLEAR SPACE REQUIRED OUTSIDE DOOR. HINGED DOOR TO OPEN OUTWARD. ALL ENCLOSURES TO BE SAFETY GLASS. 15" CLEAR SPACE REQUIRED EACH SIDE OF CENTERLINE OF TOILET. 21"MIN. CLEAR SPACE IN FRONT OF TOILET &SINK. TUB &SHOWER FLOORS &WALLS ABOVE TUBS WITH SHOWER HEADS TO HAVE NONABSORBENT SURFACE UP 6' ABOVE FLOOR. INSTALL BLOCKING FOR TOWEL BARS &TOILET PAPER HOLDERS. ©GUARDS -IRC R312 WHERE OPEN SIDED WALKING SURFACE (INCLUDING STAIRS, RAMPS &LANDINGS) IS GREATER THAN 30"ABOVE FLOOR OR GRADE BELOW FOR A HORIZONTAL DISTANCE OF 36", PROVIDE GUARDS UP 36"MIN (34"MIN. @STAIRS) MEASURED FROM FINISHED ADIACENTSURFACE (LINE OF NOSING @STAIR). TOP OF RAIL TO SUPPORT 200# LOAD APPLIED IN ANY DIRECTION. INFILL COMPONENTTO BE SPACED SO A 4"SPHERE MAY NOT PASS THRU (4%" @ STAIR) &SUPPORT 50#HORIZONTAL LOAD APPLIED T01 S.F. AREA. GLAZING USED IN GUARDS MUST BE SAFETY GLASS PER IRC R308. OATTIC ACCESS -IRC R807.1 22"x 30"MIN. ROUGH FRAMED OPENING. 30" MIN. HEADROOM FROM BOT. OF CL'G MEMBERTO BOT. OF ROOF MEMBER. ACCESS DOOR TO BE WEATHERSTRIPPED &INSULATED. PROVIDE 12" INSULATION DAM AROUND PERIMETER OF OPENING. WALL LEGEND: EXISTING WALLS -TO REMAIN - EXISTING WALLS -TO BE REMOVED ��� ��'% NEW WALLS -ADDITION -REMODEL UPPER FLOOR PLAN SCALE: �" =1'-0" 1642 SQ. FT. EX'G UPPER FLOOR -80 SQ. FT. REMOVED @LOFT 27 SQ. FT. ADDITION @STAIR 111 SQ. FT. ADDITION @BEDROOM #4 U l.0 ( V M � o^ J jQ�I CV Q fV _ � � 2 �o� 0 � �( v �0 oo O u..i J r'zc� Nz� J O �J U z w 0 �� o ('V �J � o � � 1__I_ � Q _ � � � rn o �' z n O �J rn � � � w /�� 0 z Q z 0 0 0 Q w 0 O w oc RESUB Aug 15 202� CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DATE 8-15-24 DRAWN JCR REVISION - REVISION - REVISION - 0 1700 SQ. FT. NEW TOTAL LIVING 1`�TaherZa�e OF WASyi,�, '�v r,T �� �2 / �, . r ��.� �! �1lSTERV� ;��, � lSS2�)NAL��O'\� EXPIRES FEB 2025 STRUCTURAL ONLY (2)CS16x36" DBL END (2)CS16x36" DBL END RFTRS TO BM 6x6 COLUMN RFTRS TO BM ,,., _ _ _ _ _ _ _ _ _ _ BTWN RIDGE & _ 24" GABLE OVERHANG Q — — — — — — — — — — — — — — — Iw CROSS BM BLW � 6x6 ECCQTO BM � _ 12" EAVE � DBL END RFTRS DBL END RFTRS / N d w � ~ Q I �� I �I 2x12 HF#2 RFTRS @ 24" � � 6x6 COLUMN BTWN RIDGE w 2x12 HF#2 RFTRS @ 24 � � � I O.C. 8:12 PITCH. TYP. O.0 8:12 PITCH. TYP. � ,�, N ����� & CROSS BM BLW. (2)A35 � z �, � LL � OR EQ. TOP & BOT. C � _ �; �`� _ _ _ _ _ 12" GABLE S1 �� � o ,L;Y�� w _ Iw _— � —_ � I I I 3-2x6 STUDS TO `� / � I I� REMOVE EX'G EAVE RIDGE BM ABV I �' Q REMOVE EXG EAVE — — — — — — — � 2x6 HF#2 RFTRS @ 24 4x10EXPOSED � z w--------- —� � RFTRS @ 36" O.C. LL' Y " � � O.C. 4:12 PITCH. TYP. � w Lw 10:12 PITCH �, � � _ v � HIP POSTS DN F1 w o N �� F��f►I � �/� / / TO WALL BLW P S1 X � I cy� I � SIM = REMOVE EX'G EAVE � — — _ _ — � _ R MOVE EX'G EAVE — _ � ���" � � I � � RAFTERS POST DOWN � — '-'-' — OVERFRAME EX'G ROOF � '� � � TO WALL BLW �� �jy I a TO FLUSH W/NEW � I � \ � zl � ���j Xiq�l\�FO � I X COVERED PORCH \ / w � \~�I I> N FG ��\� / / 2x4 HF#2 CL'G JSTS @ 24" \ OVERFRAME EX'G ROOF I � yi� \ �`�� / / / � O.C. TYP. THROUGHOUT I 2x RFTRS @ CL'G JSTS @ F�� I TO FLUSH W/NEW � / I C'S'/\o� � COVERED PORCH \ / / 24" O.C. FLUSH W/EX'G � OVERFRAME EX'G ROOF � � I ROOF OF GARAGE �, � TO FLUSH W/NEW \ �P��� �Q MATCH EX' EAVE COVERED PORCH \ ���� ���� V � — — T � �� \ \ \ / / SIM ��J �r \ � � JQ�� o � I I I \ VERIFY LOC. OF EX'G \F'rG � � �`�/ I o � I I \F�., ATTIC ACCESS. \�9�1 � I \ � o I I I �y% RELOCATE IF REQ'D Fj- / � � � � � �I I I \ i --- i \ \ FL\ � \ �y%� �I I \ L---J \ \ / � L�� \ \ \ /� \ \ \ ��`� , Ff EX'G RIDGE \ � �C��� cyl VERIFY LOC. OF EXG i ATTIC ACCESS. \ / � � RELOCATE IF REQ'D I \ cG9l � ��c��/ � I � I I \ \ �F` / V L _ J \ � / EX'G RIDGE � � � �Q � � �� / c�j � � ���i \ �Y � l L-- -- � / � w \ II / / / REMOVE EX G OVERHANG � � � \ I FOR WINDOW CLEARANCE � / � \ I / � I w I � ,� � III/ i � �--- � 2x6 RFTR 2x6 CL'G JST� (4)16d EA. END1 BM PER PLAN COLLAR TIE DTLS (6)1 SCALE: %" =1'-0" —�--- w� REMOVE OVERHANG r wl I > N X wl �� � — 2x6 HF#2 RFTRS & CL'G JSTS @ 12" GABLE 24 O.C.10:12 PITCH (VERIFY TO FLUSH W/EX'G ROOF — EX'G RIDGE �I I ����\/ �I � / o / °` � — — — — — —I°I I°I P��`�� / I \ F II / II II II �P�� \mac � II � ����� I I �� \l�F� � � � � �� � \\ II / \ II �� � � I I / � I \� i i \ I II / Qi� o I � I� � o I I / �,�'i �, I E � _ I I �)�� o x � F� Im wlw �� 7 x � w wz I I � � � o a y�'O\ � VERIFY LOC OF EX'G �> I a w X w Q --J� / � � / I°c � ATTIC ACCESS. I I I � � III \ � RELOCATE IF REQ'D Iz // I � 2x12 HF#2 RFTRS @ 24" I � � O.C.10:12 PITCH. TYP. 2x12 HF#2 RFTRS @ 24" I O.C.10:12 PITCH. TYP. � � � I i� I 2x6 CO�LAR TIESI @ 24" O.C. TO i � MATCI� EX'G CL G HT. SEE DTL � I\ I \ I \F�c � w \�.� � / — — — �— � � I — 12" GABLE Q � \ REMOVE EX'G SIDE ENTRY ROOF � / �, � \ �, w — — — — — — 12" GABLE _ � % � EX'G RFTRS TO REMAIN \ � \ TYP. — II I II A I � �'� 7 �� � N � N ROOF VENTILATION -IRC R806 ALL VENTS TO BE SCREENED WITH CORROSION RESISTANT WIRE CLOTH OR SIMILAR WITH OPENINGS BETWEEN �6' &�". 3-2" DIA. HOLES PER VENT BLOCK = 7.0 SQ. IN. NET AREA. LOCATE VENT BLOCKS @CORNERS &EVENLY BETWEEN FOR ATTICS. CATHEDRAL CEILINGS TO HAVE 1 VENT BLOCK PER RAFTER SPACE. MINIMUM NET FREE VENTILATING AREATO BE Asa (boo PERMITTED WITH A CLASS I OR II VAPOR RETARDER ON THE WARM SIDE OF CEILING OR IF 40%MIN & 50% MAX OF REQUIRED VENTILATION IS LOCATED WITHIN 3' OF THE HIGHEST PORTION OF ATTIC. OATTIC ACCESS -IRC R807.1 22"x 30"MIN. ROUGH FRAMED OPENING. 30" MIN. HEADROOM FROM BOT. OF CL'G MEMBERTO BOT. OF ROOF MEMBER. ACCESS DOOR TO BE WEATHERSTRIPPED &INSULATED. PROVIDE 12" INSULATION DAM AROUND PERIMETER OF OPENING. � OVERFRAMING ~� STICK FILL OVER TRUSSES WITH 2x4 HF#2 RAFTERS @ 24" O.C. 48" MAX SPAN. POST DOWN @ 48" O.C. TO TRUSSES BELOW. STAGGER POSTS OF ADJACENT RAFTERS TO ALTERNATING TRUSSES. R 0 0 F FRAMING PLAN SCALE: �" =1'-0" U l.0 ( V M � o^ J j Q�l N Q N _ � � 2 �o� 0 � �0 °O�`u J �' z � Nz� J O W U z W 0 �� o ('V LLJ � o 00 J rn � Q _ � � � rn o �' z Ln O W � � � o w �) 0 z Q z O 0 0 Q W w 0 O W RESUB Aug 15 202� CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DATE 8-15-24 DRAWN JCR REVISION - REVISION - REVISION - CHAPTER 3 TABLE R402.1.1 TABLE 406.2 GENERAL REQUIREMENTS INSULATION &FENESTRATION REQUIREMENTS BYCOMPONENTa E N E RGY C R E D ITS (DEBITS) GOVERNING CODES: PT SILL PLATE, ANCHOR BOLTS &WASHERS PER ENGINEER MATERIALS, SYSTEMS, AND EQUIPMENT— R303 CLIMATE ZONE SANDMARINE4 20181NTERNATIONALBUILDINGCODE(IBC) �� n FENESTRATIONU-FACTOR 0.30 1.5 TOTAL POINTS REQUIRED 2018 INTERNATIONAL RESIDENTIAL CODE (IRC) ° R303.11DENTIFICATION b 2.0 TOTAL POINTS PROVIDED 20181NTERNATIONALFIRECODE(IFC) CONTINUOUS#4 BARS" FINISHED GRADE SLOPED FOR 6" MATERIALS, SYSTEMS, AND EQUIPMENT SHALL BE IDENTIFIED IN A MANNER THAT SKYLIGHT U-FACTOR 0.50 - 2016NFPA13 BELOW TOP OF WALL z FALL WITHIN 10' R PROVIDE SWALE WILLALLOW A DETERMINATION OF COMPLIANCE WITH THE APPLICABLE PROVISIONS OF THIS CODE. CEILING R-VALUEe 49 OPTION DESCRIPTION CREDITS) - 2016NFPA72 a 4 ° g OR DRAIN. IMPERVIOUS SURFACE gn 20181NTERNATIONALMECHANKAL CODE (IMC) TO SLOP 2%AWAY FROM BUILDING -R303.1.1. BUILDING THERMAL ENVELOPE INSULATION WOOD FRAME WALL' R-VALUE 21 INT 2018 INTERNATIONAL PLUMBING CODE (IPC) #4 HORIZONTAL BAR @ 24" O.C. ° II-���-III-���-III-��� II �� III _ =1 INSULATION INSTALLERS SHALL PROVIDE A CERTIFICATION LISTING THE TYPE, FLOOR R-VALUE 30 S.5 EFFICIENT WATER HEATI NG 5.5: 2.0 2009 ICC A117.1 u11�11�11�11�11�11�1-- MANUFACTURERAND R-VALUE OF INSULATION INSTALLED IN EACH ELEMENT OF c n � 2018 WASHINGTON STATE ENERGY CODE (WSEC) � #4 BAR @ 48" O.C. WITH ° ° ���� II—iii—III—iii—III= THE BUILDING THERMAL ENVELOPE. FOR BLOWN OR SPRAYED INSULATION BELOW GRADE' WALL R-VALUE 10/ 15/ 21 INT+TB ELECTRIC HEAT PUMP WATER HEATER MEETING THE STANDARDS FOR TIER III OF NEEA S OTHER APPLICABLE CODES � STANDARD HOOK. EXTEND TO 3 �� "MIN 11����=iii (FIBERGLASS AND CELLULOSE), THE INITIAL INSTALLED THICKNESS, SETTLED df SLAB ' R-VALUE &DEPTH 10, 2FT ADVANCED WATER HEATING SPECIFICATION. ® - a CLEAR FROM BOTTOM OF FTG � °. ��� lu��� II J ,G THICKNESS, SETTLED R-VALUE, INSTALLED DENSITY, COVERAGE AREA AND STRUCTURAL: � ROTATE AS REQ D TO MAINTAIN III=� _ _ - � a NUMBER OF BAGS INSTALLED SHALL BE LISTED ON THE CERTIFICATION. FOR TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE SEISMIC ZONE D1 / D2 PER R301 &ENGINEERING v PROPER CONCRETE COVER IF REQ'D. 4" TIGHTLINE TO o SPRAYED POLYURETHANE FOAM (SPF) INSULATION, THE INSTALLED THICKNESS OF THE AREAS COVERED AND R-VALUE OF INSTALLED THICKNESS SHALL BE LISTED ON FOR SI: 1FOOT = 304.8 MM, CI =CONTINUOUS INSULATION, INT=INTERMEDIATE FRAMING OPTION BEING SELECTED AND SHALL SPECIFY THE WATER HEATER EQUIPMENT TYPE AND THE MINIMUM EQUIPMENT EFFICIENCY. WIND (EXP. B) BASIC SPEED: 85 MPH PER R301 DAMP PROOFING PER IRC R406 a CONNECT DOWNSPOUTS z TO APPROVED DISCHARGE. � � z COMPONENT/CLADDING LOADS PER R301 ° a THE CERTIFICATION. THE INSULATION INSTALLER SHALL SIGN, DATE AND POST a R-VALUES ARE MINIMUMS. U-FACTOR$ AND SHGC ARE MAXIMUM$. WHEN INSULATION I$ SEPARATE FROM � m THE CERTIFICATION IN A CONSPICUOUS LOCATION ON THE JOB SITE. INSTALLED IN A CAVITY WHICH IS LESS THAN THE LABEL OR DESIGN THICKNESS OF THE 2-#4 CONTIN. HORIZ. BAR 3" ° FOUNDATION DRAIN. � -R303.1.1.1. BLOWN OR SPRAYED ROOF/CEILING INSULATION INSULATION, THE COMPRESSED R-VALUE OF THE INSULATION FROM APPENDIXTABLE A101.4 LOADS PER R301 LIVE DEAD TOTAL MIN. CLEAR FROM BOTTOM THE THICKNESS OFBLOWN-IN OR SPRAYED ROOF/CEILING INSULATION SHALL NOT BE LESS THAN THE R-VALUE SPECIFIED IN THE TABLE. ROOF (GROUND SNOW) 25 PSF 10 PSF 35 PSF a ° ° (FIBERGLASS OR CELLULOSE) SHALL BE WRITTEN IN INCHES ON MARKERS THAT ATTICS -LIMITED STORAGE 20 PSF 10 PSF 30 PSF z � a a � ARE INSTALLED AT LEAST ON FOR EVERY 300 SQUARE FEET THROUGHOUT THE b THE FENESTRATION U-FACTOR COLUMN EXCLUDES SKYLIGHTS. ATTICS -NO STORAGE 10 PSF 10 PSF 20 PSF "' m ° � ATTIC SPACE. THE MARKERS SHALL BE AFFIXED TO THE TRUSSES OR JOISTS AND "10/15/21.+5TB" ATTICS -HABITABLE BY STAIRS 30 PSF 10 PSF 40 PSF � � ° ° MARKED WITH THE MINIMUM INITIAL INSTALLED THICKNESS WITH NUMBERS A c MEANS R-10 CONTINUOUS INSULATION ON THE EXTERIOR OF THE WALL, OR DECKS 60 PSF 10 PSF 70 PSF oO MINIMUM OF 1" IN HEIGHT. EACH MARKER SHALL FACE THE ATTIC ACCESS R-15 ON THE CONTINUOUS INSULATION ON THE INTERIOR OF THE WALL, OR R-21 CAVITY EXTERIOR BALCONIES 60 PSF 10 PSF 70 PSF OPENING. SPRAY POLYURETHANE FOAM THICKNESS AND INSTALLED R-VALUE INSULATION PLUS ATHERMAL BREAK BETWEEN THE SLAB AND THE BASEMENT WALL ATTHE FIRE ESCAPES 40 PSF PER ENG. 4" DIAM. PERF. FOUNDATION DRAIN IN SHALL BE LISTED ON CERTIFICATION PROVIDE BYTHE INSULATION INSTALLER. INTERIOR OF THE BASEMENT WALL. "10/15/21.+5TB" SHALL BE PERMITTED TO BE MET WITH GUARDRAIL/ HANDRAILS 200 LBS ATTOP IN ANY DIRECTION WASHED GRAVEL &FILTER FABRIC. -R303.2.1. PROTECTION OF EXPOSED FOUNDATION INSULATION R-13 CAVITY INSULATION ON THE INTERIOR OF THE BASEMENT WALL PLUS R-5 CONTINUOUS GUARDRAILS -IN FILL 50 LBS HORIZ. APPLIED T01 SQ. FT. SEE FOUNDATION PLAN CONNECTTO APPROVED DISCHARGE INSULATION APPLIED TO THE EXTERIOR OF BASEMENT WALLS, CRAWLSPACE INSULATION ON THE INTERIOR OR EXTERIOR OF THE WALL. "10/13" MEANS R-10 ROOMS (NOT SLEEPING) 40 PSF 10 PSF 50 PSF WALLS AND THE PERIMETER OFSLAB-ON-GRADE FLOORS SHALL HAVE A RIGID, CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR OF THE HOME OR R-13 CAVITY SLEEPING ROOMS 30 PSF 10 PSF 40 PSF IRC R405.1: DRAINAGE ONLY REQ'D WHERE OPAQUE AND WEATHER -RESISTANT PROTECTIVE COVERING TO PREVENTTHE INSULATION ATTHE INTERIOR OF THE BASEMENT WALL. "5TB" MEANS THERMAL BREAK STAIRS 40 PSF 10 PSF 50 PSF FOUNDATION WALLS ENCLOSE HABITABLE DEGRADATION OF THE INSULATION'S THERMAL PERFORMANCES. THE BETWEEN FLOOR SLAB AND BASEMENT WALL. OR 300 LB PT. LOAD ON 4 SQ. IN. OR USEABLE SPACE PROTECTIVE COVERING SHALL COVER THE EXPOSED EXTERIOR INSULATION AND EXTEND A MINIMUM OF 6" BELOW GRADE. d R-10 CONTINUOUS INSULATION IS REQUIRED UNDER HEATED SLAB ON GRADE FLOORS. SEE R402.2.9.1. TY P I CA L ST E M WALL DT L CHAPTER 4 [RE] R E S I D E N T I A L E N E RG Y E F F I C I E N CY e FOR SINGLE RAFTER- ORJOIST-VAULTED CEILINGS, THE INSULATION MAYBE REDUCED TO R-38 SCALE: 1" =1'-0" IF THE FULL INSULATION DEPTH EXTENDS OVER THE TOP PLATE OF THE EXTERIOR WALL. GENERAL—R401 -R401.3. CERTIFICATE (MANDATORY) A PERMANENT CERTIFICATE SHALL BE COMPLETED AND POSTED ON OR WITHIN THREE FEET OF THE ELECTRICAL DISTRIBUTION PANEL BYTHE BUILDER OR REGISTERED DESIGN PROFESSIONAL. THE CERTIFICATE SHALL BE COMPLETED BY THE BUILDER OR REGISTERED DESIGN PROFESSIONALAND SHALL NOT COVER OR OBSTRUCT THE VISIBILITY OF THE CIRCUIT DIRECTORY LABEL, SERVICE DISCONNECT LABEL OR OTHER REQUIRED LABELS. THE CERTIFICATE SHALL LIST THE PREDOMINANT R-VALUES OF INSULATION INSTALLED IN OR ON CEILING/ROOF, WALLS, FOUNDATION (SLAB, BELOW -GRADE WALL, AND/OR FLOOR) AND DUCTS OUTSIDE CONDITIONED SPACES; U-FACTORS FOR FENESTRATION AND THE SOLAR HEAT GAIN COEFFICIENT (SHGC) OF FENESTRATION, AND THE RESULTS FROM ANY REQUIRED DUCT SYSTEM AND BUILDING ENVELOPE AIR LEAKAGE TESTING DONE ON THE BUILDING. WHERE THERE IS MORE THAN ONE VALUE FOR EACH COMPONENT, THE CERTIFICATE SHALL LISTTHE VALUE COVERING THE LARGESTAREA. THE CERTIFICATE SHALL LISTTHE TYPES AND EFFICIENCIES OF HEATING, COOLING AND SERVICE WATER HEATING EQUIPMENT. WHERE AGAS-FIRED UNVENTED ROOM HEATER, ELECTRIC FURNACE, OR BASEBOARD ELECTRIC HEATER IS INSTALLED IN THE RESIDENCE, THE CERTIFICATE SHALL LIST "GAS -FIRED UNVENTED ROOM HEATER," "ELECTRIC FURNACE" OR "BASEBOARD ELECTRIC HEATER," AS APPROPRIATE. AN EFFICIENCY SHALL NOT BE LISTED FOR GAS -FIRED UNVENTED ROOM HEATERS, ELECTRIC FURNACES OR ELECTRIC BASEBOARD HEATERS. BUILDING THERMAL ENVELOPE — R402 -R402.1.1 INSULATION AND FENESTRATION CRITERIA THE BUILDING THERMAL ENVELOPE SHALL MEETTHE REQUIREMENTS OF TABLE R402.1.1 BASED ON THE CLIMATE ZONE SPECIFIED IN CHAPTER 3. -R402.1.2 R-VALUE COMPUTATION INSULATION MATERIAL USED IN LAYERS, SUCH AS FRAMING CAVITY INSULATION AND INSULATING SHEATHING, SHALL BE SUMMED TO COMPUTE THE COMPONENT R-VALUE. THE MANUFACTURER'S SETTLED R-VALUE SHALL BE USED FOR BLOWN INSULATION. COMPUTED R-VALUES SHALL NOT INCLUDE AN R-VALUE FOR OTHER BUILDING MATERIALS OR AIR FILMS. -R402.1.3 U-FACTOR ALTERNATIVE AN ASSEMBLY WITH A U-FACTOR EQUAL TO OR LESS THAN THAT SPECIFIED IN TABLE R402.1.3 SHALL BE PERMITTED AS AN ALTERNATIVE TOTHE R-VALUE IN TABLE R402.1.1. -R402.1.4 TOTAL UA ALTERNATIVE IF THE TOTAL BUILDING THERMAL ENVELOPE UA (SUM OF U-FACTOR TIMES ASSEMBLY AREA) IS LESS THAN OR EQUAL TO THE TOTAL UA RESULTING FROM USING THE U-FACTORS IN TABLE R402.1.3 (MULTIPLIED BY THE SAME ASSEMBLY AREA AS IN THE PROPOSED BUILDING), THE BUILDING SHALL BE CONSIDERED IN COMPLIANCE WITH TABLE R402.1.1.THE U-FACTORS FOR TYPICAL CONSTRUCTION ASSEMBLIES ARE INCLUDED IN APPENDIX A IN CHAPTER 51-11C WAC. THESE VALUES SHALL BE USED FOR ALL CALCULATIONS. WHERE PROPOSED CONSTRUCTION ASSEMBLIES ARE NOT REPRESENTED IN APPENDIX A, VALUES SHALL BE CALCULATED IN ACCORDANCE WITH THE ASHRAE HANDBOOK OF FUNDAMENTALS USING THE FRAMING FACTORS LISTED IN APPENDIX A WHERE APPLICABLE AND SHALL INCLUDE THE THERMAL BRIDGING EFFECTS OF FRAMING MATERIALS. THE SHGC REQUIREMENTS SHALL BE MET IN ADDITION TO UA COMPLIANCE. WHEN USING RESCHECK,THE U-FACTORS CALCULATED BYTHE SOFTWARE BASED ONCOMPONENT R-VALUE DESCRIPTIONS ARE ACCEPTABLE. FOR THE BASE BUILDING UA CALCULATION, THE MAXIMUM GLAZING AREA IS 15% OF THE FLOOR AREA. f R-7.5 CONTINUOUS INSULATION INSTALLED OVER AN EXISTING SLAB IS DEEMED TO BE EQUIVALENTTO THE REQUIRED PERIMETER SLAB INSULATION WHEN APPLIED TO EXISTING SLABS COMPLYING WITH SECTION R503.1.1. IF FOAM PLASTIC IS USED, IT SHALL MEET THE REQUIREMENTS FOR THERMAL BARRIERS PROTECTING FOAM PLASTICS. e FOR LOG STRUCTURES DEVELOPED IN COMPLIANCE WITH STANDARD ICC 400, LOG WALLS SHALL MEETTHE REQUIREMENTS FOR CLIMATE ZONE 5 OF ICC 400. n INT. (INTERMEDIATE FRAMING) DENOTES FRAMING AND INSULATION AS DESCRIBED IN SECTION A103.2.2 INCLUDING STANDARD FRAMING 16" ON CENTER, 78 PERCENT OF THE WALL CAVITY INSULATED AND HEADERS INSULATED WITH A MINIMUM OF R-10 INSULATION. 2x6 STUDS @ 16" O.C. INSUL. PER ENERGY NOTES �" GYPSUM BOARD 3�" CONC. SLAB OVER 4" BASE. FILL & COMPACT AS REQUIRED ..e :�l . 2" RIGID FOAM R-101NSUL. .'.III,. PER ENERGY NOTES. BEVEL I II: FOAM FOR THERMAL BREAK .:� IF REQ'D. 4" TIGHTLINE TO CONNECT DOWNPOUTS. SEPARATE FROM FOUND. DRAIN SIDING PER ELEVATION OVER APPROVED WATER RESISTANT BARRIER SHEATHING &NAILING PER SHEARWALL SCHEDULE 2x BASE PLATE 2-16d EA. STUD PT SILL PLATE, ANCHOR BOLTS & WASHERS PER ENGINEER z �".i �.i SEE STEM z WALL DTL � PER I RC 405.1 FOOTING DRAIN ONLY REQ'D WHERE FOUNDATION WALLS ENCLOSE USABLE SPACE SLAB FLOOR —STEM WALL DTL SCALE: %" =1'-0" RAFTERS PER PLAN COMPOSITION ROOFING OVER 30#FELT %6" OSB ROOF SHT'G PER PLAN 2x VENT BLOCK. 3-2" DIAM. HOLES COVERED W�" CORROSION RESISTANT MESH BIRDS MOUTH RAFTER TO MATCH TRUSS TAILS. SOLID BLK'G @WALL LINE �" CCX PLYWOOD @ EAVES BATT INSULATION PER ENERGY1 METAL GUTTERS NOTES WITH 1"MIN. AIR SPACED) PER SPECS %" GWB OR SAG RESISTANT %"x 8 FASCIA �" GYPSUM BOARD PER PLAN H10R H2.5 EA. TRUSS z SHEATHING &NAILING TO TOP PLATES a PER SHEARWALL 2-2x6 TOP PLATE w SCHEDULE HDR PER PLAN PLACED TIGHT � SIDING PER UNDER DBLTOP PLATE. 2" R-10 z ELEVATION OVER INSUL. @ 4x HDRS � APPROVED WATER 2x6 STUDS @ 16" O.C. o RESISTANT BARRIER a INSULATION PER o ENERGY NOTES �" GYPSUM BOARD RAFTE R TO WALL DTL SCALE: %" =1'-0" STANDARD DETAIL. ACTUAL STAIR MAY VARY. SEE PLANS FOR DIMENSIONS q m FOR TREADS, RISERS & NOSINGS, GREATEST DIMENSION MAY NOT �r EXCEED THE SMALLEST � ILL_- DIMENSION BY MORE THAN %" ` � � I HALF WALL OR OPEN RAIL UP 36" ABOVE NOSING. PICKETS OR rNFILL SPACED SO 4%"SPHERE MAY NOT PASS THRU. INFILL TO SUPPORT 50#HORIZONTAL LOAD IF TRIANGLE LEFT � OPEN, 6" SPHERE /MAY NOT PASS THRU ` �_ FIREBLOCKADIACENT \ � I WALLS PER IRC R602 v � � � I z �� � a � 1%"-2" DIAM. HANDRAIL CONTINUOUS w \� ON 1 SIDE OF STAIR. 1�" MIN. SPACE TO WALL. RETURN ENDS TO WALL OR NEWELL. RAILTO SUPPORT200# LOAD APPLIED IN ANY DIRECTION. 4�" MAX ENCROACHMENT INTO STAIR. 5/"x 12" OSB STEPPING TREADS 1x8 RIPPED RISERS a/"MIN. -1�" MAX. NOSING %r" MAX RADIUS. NOSING NOT REQUIRED FOR TREADS IS 11" OR GREATER 2x4 THRUST BLOCK v z �o �- • � I �` � ,` � 10"MIN 0o g � �� m M '\ / / /� 36"MIN. DIR. OF TRAVEL WIDTH TO MATCH STAIRWAY SERVED WHERE DEPTH OF STRINGER GREATER _THAN DEPTH OF FLRJSTS PROVIDE%" NAILER SECUREDTOISTS. NAILTHRU NAILER INTO END OF STRINGERS 2x12 STRINGERS @ 16" O.C. MAX. 2x4 STIFFENER 1 SIDE PROTECT ACCESSIBLE ENCLOSED SPACES W�"GWB TYP. I NTERIOR RESI DENTIAL STAI R DTL IRC SECTION 311 SCALE: %" =1'-0" OA PARTIAL SECTION SCALE:%"=1'-0" U l.0 ( V �M� o^ J j Q�l N Q N � _�� 2 �o� 0 � �0 °O�w J �z� Nz� J O W U z �J 0 �� o ('V �J � o J rn 1__I_ � Q _ � � � rn o �' z Lr� O �J rn � � � w /�� 0 z Q z 0 0 0 Q w 0 O w RESUB Aug 15 202� CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DATE 8-15-24 DRAWN JCR REVISION - REVISION - REVISION - 0 E 0 U iv � '-'� 2x SILL PLATE w/ 5/8" PLY. EDGE NAILING C� HOEDOWN STUD ANCHOR BOLTS OR EXPANSION BOLTS PER (2)2x STUDS SCHEDULE STHD14 w/ 38-16d (2) #4 CONT. (TYP SINKERS NAILS STRAP LOCATION EXPANSION PER PLAN JOINT/ THERMAL EDGE NAILING BREAK � II ' FINISH I=i I I=1 I I=1 I I=1 I I=1 � � I GRADE 00 . CE) SHT'G, SHEARWALL P BOTTOM PLAT PER SCHEDUL EDGE NAILING FLOOR PLYWD JSTS PER PLf r.ir� i ni v SHEARWALL PERPENDICULAR TO FLOOR JOISTS 2x SHAPED BL❑CKING SHEARWALL PE BOTTOM PLATE PER SCHEDULE EDGE NAILING FLOOR PLYWD( JSTS PER PLAT -III °I III -III -III 1=1 I I -III -III -I I' X #4 ®16" O.C. VERT. � I .o I � I -I � I -I � 1= z Q � 1= �. b I I -III -I 11-1' �� Q #4 C�? 10" O.C. HORZ. - ° I � I -I � I-� I I - - Q Y 1= I I -III -III- � � m _ � , 1_1�_ �, z Q Z STANDARD HOOK(TYP.) -� 48" MAXIMUM (2)#4 CONT. UNBALANCED 4' 8' 4' � EXT. SHEARWALL @ SLAB � 6" O.C. Z BEAM PER PLAN SHEARWALL PARALLEL TO FLOOR JOISTS INTERIOR SHEARWALL TO FLOOR BELOW 4 1 /2" EMBEDMENT C� EXP. BOLTS PER SHEAR WALL SCHEDULE SLAB PER PLAN SHEATHING PER SCHEDULE PT PLATE W/ AB'S OR EXP. BOLTS PER SCHEDULE ��Z�1�I11�1�[e1 � (2) #4 CONT UNYIELDING SOIL 1>-6>, TOP&BOTTOM THICKENED SLAB 2x6 BLOCKING W/ 16D AT 6"OC EDGE NAILING \ HANGER EACH TRUSS TO LEDGER PREMANUFACTURED ROOF TRUSSES PER PLAN ROOF DIAPHRAGM ROOF SHEATHING PER NAILING PER STRUCTURAL NOTES STRUCTURAL NOTES 8d � 6n O.C. 2x4 BLOCKING, RBC � 24"o.c. VENT BLOCKS AS REQ'D PER PLAN � . �� HANGER ' 2x8 LEDGER w/ (3)16d SIMPSON H1 (� 16°o.c. EA STUD EA. TRUSS POST CAP PLAN - POST OR WALL PER PLAN BEAM OR DBE. TOP PLATE �� TRUSS TO WALL 8c LEDGER TO WALL 2x8min. LEDGER � 16"o.c. EA S� � 6"o.c. TO 2X CONT. WALL SHE PER SCHEDULE EDGE NAIL "' " T❑ STUD SIMPS❑N CS16 STf FILL ALL H❑LES 8d NAILS FLOOR PLYWOOD FLOOR JOIST EDGE NAILING 8d � 6 ROOF F 2x VEN BLK'G EDGE NAIL PLYWD SCHEDI RAFTERS � O.C. dPSON H2.5 IP ®EA. AFTER EAVE @STICK -FRAME ROOF 3 4 =1 -0 "o.c• EDGE NAIL. 8d C�?4"o.c. FLOOR PLYWOOD � BLOCKING FLOOR JOISTS (PEF�PLAN) A35 ®12"o.c. EDGE NAILING SHEARWALL PER PLAN SHEARWALL PER PLAN SHEARWALL PARALLEL T❑ FL❑❑R J❑ISTS SHEARWALL PERPENDICULAR T❑ FL❑❑R J❑ISTS M INT. SHEARWALL TO FLOOR ABV. N.T.S. STUDS H❑LD❑WN PER PLAN MULTIPLE JOISTS BEND AROUND BEAM PER PLAN � STRAP HOEDOWN AT HDR 3/4"=1'-O" SEE PLANS FOR # OF HOLD-DOWNS EDGE NAILING 2x6 BLOCKING W/ 16D AT 6"OC 20d 6. O.G. � 4" SLAB GOMPAGT SOII AROUND AND. TYF IINYIFI 1�INr �,nll HOEDOWN FOR FILL ALL S w/ 10d 3 K STUDS NAILING PLY. ACH DOUBLE DIA. THREADED IN SIMPSON CY-(SET22XP) =SINE SYSTEM OR V. PER MFG. )MMENDATION ;. FOUNDATION (MAY BE USED IN LIEU OF MISSED STHD14's SPECIAL INSPECTION REQUIRED) R�TYP. HTTS HOEDOWN ��� I ���� 01 � ���� F.2# POST LAB ONE STUD � EACH SPLICE (T` r•��:�1a �rn��y NOTE: SPLICE AND NAIL T❑P PLATES AS SH❑WN @ ALL EXTERI❑R WALLS, SHEAR WALLS, & AT EACH FL❑❑R LEVEL AND AT R❑❑F. EDGE NAIL. 8d C�? 4"o.c. EDGE NAILING END RAFTER EDGE NAILING WOOD SHT'G. AFTERS PER PLAN N. C�? (2) IDE PLYWD. SHEARWALL � �" PER PLAN EXT. SHEARWALL TO ROOF ABV. N.T.S. (WET -SET APPLICATION) HTT5 HOEDOWN ANCHOR FILL ALL HOLES w/ 10d NAILS (2)2x STUDS EDGE NAILING PLY. TO EACH DOUBLE STU D SIMPSON SSTB20 )NC. FOUNDATION SHEARWALL SCHEDULE: SW_6 INDICATES SHEARWALL w/ SHEATHING ONE SIDE 1. SHEATHING: 1/2" PLYWOOD or 7/16" O.S.B., ONE SIDE, BLOCKED, NAIL w/ 8d C�? 6"o.c. ALL EDGES & 12"o.c. FIELD. 2. BOLT SILL PLATE TO CONCRETE w/ 5/8 4 x 10" ANCHOR BOLTS C�? 48"o.c. 3. NAIL BOTTOM PLATE TO FRAMING BELOW w/ 16d Co? 4"o.c. 4. FASTEN DOUBLE TOP PLATE TO JOIST or BLOCKING ABOVE PER DETAILS AS PROVIDED. SW-4 � INDICATES SHEARWALL w/ SHEATHING ONE SIDE 1. SHEATHING: 1/2" PLYWOOD or 7/16" O.S.B., ONE SIDE, BLOCKED, NAIL w/ 8d C� 4"o.c. ALL EDGES & 12"o.c. FIELD. 2. BOLT SILL PLATE TO CONCRETE w/ 5/8 � x 10" ANCHOR BOLTS ®32"o.c. 3. NAIL BOTTOM PLATE TO FRAMING BELOW w/ 16d ®3"o.c. 4. FASTEN DOUBLE TOP PLATE TO JOIST or BLOCKING ABOVE PER DETAILS AS PROVIDED. SW-3 INDICATES SHEARWALL w/ SHEATHING ONE SIDE 1. SHEATHING: 1/2" PLYWOOD or 7/16" O.S.B., ONE SIDE, BLOCKED, NAIL w/ 8d CAD 3"o.c. ALL EDGES & 12"o.c. FIELD. 2. a. BOLT (3)2x SILL PLATE TO CONCRETE w/ 5/8 � x 12" ANCHOR BOLTS ® 16"o.c. PER DETAIL D/S1 2. b. BOLT 3x SILL PLATE TO CONCRETE w/ 5/8 � x 12" ANCHOR BOLTS � 16"o.c. 3. NAIL BOTTOM PLATE TO FRAMING BELOW w/ 16d ®4"o.c. 4. FASTEN DOUBLE TOP PLATE TO JOIST or BLOCKING ABOVE PER DETAILS AS PROVIDED. 5. USE 3x OR (2)2x C� ALL FRAMING MEMBERS RECEIVING END NAILING FROM ABUTTING PANELS. SW_2 INDICATES SHEARWALL w/ SHEATHING ONE SIDE 1. SHEATHING: 1/2" PLYWOOD or 7/16" O.S.B., ONE SIDE, BLOCKED, NAIL w/ 8d ®2"o.c. ALL EDGES & 12"o.c. FIELD. 2. BOLT 3x SILL PLATE TO CONCRETE w/ 5/8 b x 12" ANCHOR BOLTS CAP 16"o.c. 3. FASTEN DOUBLE BOTTOM PLATE TO FRAMING BELOW w/ 2-LAYERS 16d C� 3"0. c. 4. FASTEN DOUBLE TOP PLATE TO JOIST or BLOCKING ABOVE w/ SIMPSON LTP4 ®10"o.c. PER DETAILS AS PROVIDED. 5. USE 3x OR (2)2x � ALL FRAMING MEMBERS RECEIVING END NAILING FROM ABUTTING PANELS. TYPICAL ROOF SHEATHING: 7/16" O.S.B., INDEX 40/20, UNBLOCKED, w/ FACE GRAIN PERPENDICULAR TO FRAMING BELOW. NAIL AS FOLLOWS: DIAPHRAGM BOUNDARY, OVER EXTERIOR WALLS, SHEAR WALLS, &DRAG STRUTS: 8d ®6"o.c. ALL SUPPORTED EDGES: 8d ®6"o.c. FIELD: 8d ®12"o.c. TYPICAL FLOOR SHEATHING: 3/4" TBcG O.S.B., INDEX 40/20, UNBLOCKED, LAID UP w/ FACE GRAIN PERPENDICULAR TO FRAMING BELOW, STAGGER END JOINTS, GLUE &NAIL AS FOLLOWS: DIAPHRAGM BOUNDARY, OVER EXTERIOR WALLS, SHEAR WALLS, &DRAG STRUTS: 8d ®6"o.c. ALL SUPPORTED EDGES: 8d ®6"o.c. FIELD: 8d ®10"o.c. NOTES: 1. USE 3"x3"x1/4" PLATE WASHERS ON ALL ANCHOR BOLTS. 2. THE PLATE WASHER SHALL EXTEND TO WITHIN 1/2" OF THE EDGE OF THE BOTTOM PLATE ON THE SIDES) w/SHEATHING PER NDS 2018 EDITION (SDPWS) 4.3.6.4.3. 3. EXPANSION BOLTS MAY BE USED IN LIEU OF ANCHOR BOLTS w/ SAME SPACING & 4 1/2"min. EMBEDMENT. 4. ALL POWDER DRIVEN NAILS SHALL BE 2 3/4" LONG min.) x 0.156 SHANK �. w/ MINIMUM 1 1/4" PENETRATION. 5. USE 20d NAILS � 3x FRAMING MEMBERS. 6. a. 8d NAILS SHALL BE .131 x 2 1/2" LONG b. 10d NAILS SHALL BE .148 x 3" LONG c. 16d NAILS SHALL BE .162 x 3 1 /2" LONG d. 20d NAILS SHALL BE .192 x 4" LONG SPECIAL INSPECTION PROGRAM ESTABLISHED PER CHAPTER 17 OF THE 2018 IBC, UNLESS NOTED OTHERWISE ALL SPECIAL INSPECTIONS SHALL BE CONTINUOUS, UNLESS NOTED OTHERWISE TYPES OF WORK PERIODIC CONTINUOUS COMMENTS SOILS: REF. PROJECT SPECIFICATIONS GRADING, EXCAVATION, &FILL REF. PROJECT SPECIFICATIONS DRILLED PIERS CONCRETE: PLACEMENT OF REINFORCING STEEL BOLTS CAST IN CONCRETE PLACING OF CONCRETE > 2,500 psi SPECIAL CASES: SHEAR WALL NAILING WOOD DIAPHRAGMS ADHESIVE ANCHOR INSTALLATION X PER ICC-ES EVALUATION REPORT EXPANSION BOLT INSTALLATION PER ICC-ES EVALUATION REPORT HOLD DOWNS &STRAPS PER FOOTNOTE #5 SPECIAL INSPECTION PROGRAM FOOTNOTES: 1. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE, TO THE SATISFACTION OF THE BUILDING OFFICIAL, FOR INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION. 2. SPECIAL INSPECTOR SHALL BE HIRED BY THE PROJECT OWNER. 3. DUTIES OF THE SPECIAL INSPECTOR INCLUDE, BUT ARE NOT LIMITED T0: A. ACKNOWLEDGE THE SPECIAL INSPECTION PROGRAM &THE SPECIAL INSPECTION AND TESTING AGREEMENT, PROVIDED BY LOCAL JURISDICTION. B. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK FOR CONFORMANCE WITH THE APPROVED PERMIT PLANS &SPECIFICATIONS. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, IF UNCORRECTED, TO THE ENGINEER & TO THE BUILDING OFFICIAL. C. FOR EACH INSPECTION, THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL, ARCHITECT, ENGINEER, CONTRACTOR, &OTHER DESIGNATED PARITIES IN A TIMELY MANNER. D. THE SPECIAL INSPECTOR SHALL FURNISH A FINAL REPORT STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS INSPECTED, &WHETHER SAID WORK WAS IN CONFORMANCE WITH THE APPROVED PERMIT PLANS &SPECIFICATIONS, &THE APPLICABLE WORKMANSHIP PROVISIONS OF THE STATE OF WASHINGTON. 4. DUTIES OF THE CONTRACTOR INCLUDE, BUT ARE NOT LIMITED T0: A. NOTIFY THE SPECIAL INSPECTOR AT LEAST 24 HOURS IN ADVANCE THAT THE WORK TO BE INSPECTED IS READY FOR SUCH INSPECTION. B. ENSURE THAT ALL WORK REQUIRING SPECIAL INSPECTION REMAINS ACCESSIBLE &EXPOSED UNTIL IT HAS BEEN OBSERVED &INDICATED TO BE IN CONFORMANCE BY THE SPECIAL INSPECTOR, &APPROVED BY THE BUILDING OFFICIAL. C. PROVIDE THE SPECIAL INSPECTOR WITH ACCESS TO APPROVED PERMIT PLANS &SPECIFICATIONS AT THE JOBSITE. D. MAINTAIN AT THE JOBSITE COPIES OF ALL REPORTS SUBMITTED BY THE SPECIAL INSPECTOR. 5. ALL SPECIAL REQUIREMENTS FOR SEISMIC &WIND RESISTING SYSTEMS AS REQUIRED BY IBC SECTION 1704.3.2 & 1704.3.3. UM O 00 � Z �' � Q CV � � j J L ��'+�// Y I..L � �" � W Y X c� W z � �1 V Z � � N � p �_ M W rI� O N m v � CV � � ao z N � •� � w = � W M N M � N I..L ~ CV �� 0 N O � w Q �� U � �, Z � W Cn p0 -z " �O �n � � �s p a� � W � W a� � i J � � � � z � a �� J ��aher2a�, �1�V�4 WASy���elf �:�' o �/ .� � t. ,. z r ��.�� �'!�1ISTER�� �v �� `�SI�)NAL6NC� EXPIRES FEB 2025 srR��r�RA� oN�� Project Project No. Drawn By Aug 15 � Date DEVELOPMEN S DEPART E 01-28-2024 Sheet S1 �! S 12"x18" PLOT = 1/2 SCALE m 2. GENERAL STRUCTURAL NOTES (The following applies unless specifically indicated otherwise on the plans.) ALL MATERIALS &WORKMANSHIP, DESIGN, &CONSTRUCTION SHALL CONFIRM TO THE REQUIREMENTS OF THE DRAWING SPECIFICATIONS, INTERNATIONAL BUILDING CODE, 2018 EDITION. DESIGN CRITERIA ROOF LIVE LOAD (SNOW) 25 psf SPRINKLERS 2.0 psf (IF APPLICABLE) FLOOR LIVE LOAD (RESIDENTIAL) 40 psf FLOOR LIVE LOAD (DECK) 60 psf (1.5x AREA SERVED) HANDRAILS 8c GUARDS RAIL LINE LOAD: 50 psf RAIL CONCENTRATE LOAD: 200# STAIR 8c CORRIDOR LIVE LOAD 100 psf MECHANICAL UNITS WEIGHTS AS FURNISHED BY MFG. WIND 100mph (BASIC WIND SPEED) EXPOSURE 'B' (RISK CATEGORY II) Kzt = 1.20 EARTHQUAKE SS=1.60 S� =.57 (CLASS 'D') LIGHT FRAMED SHEAR WALL R=6.5 ALLOWABLE SOIL PRESSURE 1,500 psf. (NATURAL SOILS or COMPACTED) SEE PLANS &COMPUTATIONS FOR ADDITIONAL LOADING CRITERIA PER I.B.C. SECTION 1603 &SECTION 1607 3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION w/ ARCHITECTURAL DRAWINGS FOR BIDDING CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS 8c CONDITIONS FOR COMPATIBILITY 8c SHALL NOTIFY THE ARCHITECT 8c STRUCTURAL ENGINEER, OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION TO ALLOW ARCHITECT &ENGINEER TO COMPLETE PROPER REVISIONS TO THE WORK. 4. DEMOLITION: CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS BEFORE COMMENCING ANY DEMOLITION. SHORING SHALL BE INSTALLED TO SUPPORT EXISTING CONSTRUCTION AS REQUIRED & IN A MANNER SUITABLE TO THE WORK SEQUENCES. DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING STRUCTURE. LIMIT CONSTRUCTION LOADING (INCLUDING DEMOLITION DEBRIS) ON EXISTING FLOOR SYSTEMS TO 40 psf. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, 8c CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING (e) CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY &MUST BE FIELD VERIFIED. 5. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING &SHORING FOR THE STRUCTURE &STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED SAFETY PRECAUTIONS &THE METHODS, TECHNIQUES, SEQUENCES 8c PROCEDURES REQUIRED TO PERFORM HIS WORK. 7. CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT &THE STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. 8. DRAWINGS INDICATE GENERAL &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 & APPROVAL BY THE ARCHITECT 8c STRUCTURAL ENGINEER. 9. 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 &ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER. 10. SHOP DRAWINGS FOR STRUCTURAL STEEL, GLUED LAMINATED MEMBERS, OPEN WEB WOOD TRUSSES, &PLYWOOD WEB JOISTS SHALL BE SUBMITTED TO THE ARCHITECT &STRUCTURAL ENGINEER FOR REVIEW TWO WEEKS PRIOR TO FABRICATION OF THESE ITEMS. 11. SHOP DRAWINGS REVIEW: DIMENSIONS 8c QUANTITIES ARE NOT REVIEWED BY THE ENGINEER OF RECORD, 8c THEREFORE MUST BE VERIFIED BY THE CONTRACTOR. CONTRACTOR SHALL REVIEW &STAMP DRAWINGS PRIOR TO REVIEW BY ENGINEER OF RECORD. SUBMISSIONS SHALL INCLUDE A REPRODUCIBLE 8c ONE COPY; REPRODUCIBLE WILL BE MARKED & 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 8c INSTALL & BY DETAILING THE FABRICATION &INSTALLATION METHODS HE INTENDS TO USE. IF DEVIATIONS, DISCREPANCIES, OR CONFLICTS BETWEEN SHOP DRAWING SUBMITTALS &THE CONTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AFTER SHOP DRAWING SUBMITTALS ARE PROCESSED BY THE ENGINEER, THE DESIGN DRAWINGS &SPECIFICATIONS SHALL CONTROL &SHALL BE FOLLOWED. GEOTECH N I CAL 12. FOUNDATION NOTES: SUB -GRADE PREPARATION INCLUDING DRAINAGE, EXCAVATION, COMPACTION, &FILLING REQUIREMENTS, SHALL CONFORM STRICTLY WITH RECOMMENDATIONS GIVEN IN THE SOILS REPORT OR AS DIRECTED BY THE SOILS ENGINEER. FOOTINGS SHALL BEAR ON SOLID UNDISTURBED EARTH (CONTROLLED, COMPACTED STRUCTURAL FILL or BOTH) AT LEAST 18" BELOW LOWEST ADJACENT FINISHED GRADE. FOOTING DEPTHS/ELEVATIONS SHOWN ON PLANS (or IN DETAILS) ARE MINIMUM &FOR GUIDANCE ONLY; THE ACTUAL ELEVATIONS OF FOOTINGS MUST BE ESTABLISHED BY THE CONTRACTOR IN THE FIELD WORKING WITH THE TESTING LAB & SOILS ENGINEER. BACKFILL BEHIND ALL RETAINING WALLS WITH FREE DRAINING GRANULAR FILL 8c PROVIDE FOR SUBSURFACE DRAINAGE. STRUCTURAL FILL: AS APPLICABLE PER SITE CONDITIONS OR AS DIRECTED BY THE SOILS ENGINEER. FOLLOW ALL RECOMMENDATIONS 8c SPECIFICATIONS AS GIVEN PER THE SOILS REPORT. CONCRETE 13. CONCRETE SHALL ATTAIN A 28 DAY STRENGTH OF f'c= 2,500 psi &MIX SHALL CONTAIN NOT LESS THAN 5 1 /2 SACKS OF CEMENT PER CUBIC YARD & 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% + 1 % BY VOLUME. f'c = 3,000 psi. 14. REINFORCING STEEL SHALL CONFORM TO ASTM A615, (INCLUDING SUPPLEMENT S1) GRADE 60, fy = 60,000 psi. EXCEPTION: COLUMN TIES, BEAM STIRRUPS, BARS TO BE FIELD BENT, BARS TO BE WELDED &ANY OTHER BARS SPECIFICALLY SO NOTED ON THE DRAWINGS SHALL BE GRADE 40, fy = 40,000 psi REINFORCING COMPLYING WITH ASTM A706 (S1) MAY BE WELDED ONLY IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES SPECIFIED IN A.W.S. D1.4 ARE SUBMITTED. NO REINFORCING SHALL BE WET -SET UNLESS SPECIFICALLY SO DETAILED. WELDED WIRE MESH SHALL CONFORM TO ASTM A-185. 15. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS 8c BENDS) IN ACCORDANCE WITH ACI 318-19. LAP ALL CONTINUOUS REINFORCEMENT 58 BAR DIAMETERS (2'-6" min.). PROVIDE CORNER BARS AT ALL WALL INTERSECTIONS. LAP CORNER BARS 30 BAR DIAMETERS (2'-6" min.). LAP ADJACENT MATS OF WELDED WIRE FABRIC TWO SQUARES (min. OF 12") AT SIDES &ENDS. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. 16. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: FOOTINGS 8c 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 1 1 /2" COLUMN TIES OR SPIRAL &BEAM STIRRUPS 1 1 /2" SLABS 8c WALLS (INTERIOR FACE) 3/4" CAST -IN -PLACE CONCRETE: SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS &DIMENSIONS OF DOOR &WINDOW OPENINGS IN ALL CONCRETE WALLS. SEE MECHANICAL DRAWINGS FOR SIZE 8c LOCATION OF MISCELLANEOUS MECHANICAL OPENINGS THROUGH CONCRETE WALLS. SEE ARCHITECTURAL DRAWINGS FOR ALL GROOVES, NOTCHES, CHAMFERS, FEATURE STRIPS, COLOR, TEXTURE, &OTHER FINISH DETAILS AT ALL EXPOSED CONCRETE SURFACES, BOTH CAST -IN -PLACE &PRECAST. 17. NON -SHRINK GROUT (3,000psi MINIMUM STRENGTH) SHALL BE FURNISHED BY AN APPROVED MANUFACTURER 8c SHALL BE MIXED & PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURE'S PUBLISHED RECOMMENDATIONS. STEEL 18. STRUCTURAL STEEL DESIGN, FABRICATION, &ERECTION SHALL BE BASED ON ON THE A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, &ERECTION OF STRUCTURAL STEEL BUILDINGS", LATEST EDITION, PLUS ALL REFERENCES CODES. 19. STRUCTURAL WIDE FLANGE SHAPES TO CONFORM TO ASTM A992, Fy = 50 ks OTHER STRUCTURAL STEEL INCLUDING PLATES 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 A307(CONNECTION BOLTS A325-N) EXPANSION SHALL BE "PARABOLT" or APPROVED EQUAL INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED RECOMMENDATION. EXPANSION BOLTS SHALL ALSO BE SIMPSON STRONG BOLT INSTALLED PER ICC-ESR REQUIREMENTS OR EQUAL. 20. ALL WELDING SHALL BE IN CONFORMANCE WITH A.I.S.C. 8c A.W.S. STANDARDS 8c SHALL BE PERFORMED BY W.A.B.O. CERTIFIED WELDERS USING E70XX ELECTRODES. ONLY PRE -QUALIFIED WELDS (AS DEFINED BY A.W.S.) SHALL BE USED. WELDING OF GRADE 40 REINFORCING BARS (IF REQUIRED) SHALL BE PERFORMED USING E70XX ELETRODES 8c PER ASTM A706. WELDING WITHIN 4" OF COLD BENDS IN REINFORCING STEEL IS NOT PERMITTED. SEE REINFORCING NOTE FOR MATERIAL REQUIREMENTS OF WELDED BARS. STEEL FABRICATION GENERAL: 4LL WELDING IS REQUIRED TO BE DONE BY A WABO CERTIFIED WELDER &HAVE SPECIAL INSPECTIONS BY WABO CERTIFIEC NSPECTION AGENCY, OR BE DONE IN A WABO CERTIFIED FABRICATION SHOP. SAVE EITHER THE SPECIAL INSPECTION REPORT OR WABO FABRICATION SHOP CERTIFICATION AVAILABLE ON SITE FOR THE 3UILDING INSPECTOR. 21. WELDING: 1) WELDING SHALL CONFIRM TO AWS D1.1 &VISUALLY CONFIRM TO AWS SECTION 6 &TABLE 6.1. FABRICATION/ERECTION INSPECTIONS BY THE CONTRACTOR PER AWS D1.1 SECTION 6, SHALL BE BY ASSOCIATE/CERTIFIED INSPECTORS (AWI/CWI) PER AWS QC1 OR AWS B5.1. SPECIAL INSPECTIONS (VERIFICATION INSPECTIONS SHALL BE BY A CERTIFIED WELDING INSPECTOR (WI) OR SENIOR WELDING INSPECTOR (SWI) PER AWS B5.1 2) WELDERS SHALL BE QUALIFIED FOR THE SPECIFIC PRE -QUALIFIED JOINTS REQUIRED BY THE DESIGN &CERTIFIED IN ACCORDANCE WITH WABO REQUIREMENTS. 3) WELDING SHALL BE DONE IN ACCORDANCE WITH APPROPRIATE WELD PROCEDURE SPECIFICATIONS (WPS's). WELDERS SHALL BE FAMILIAR WITH THE APPLICABLE WPS's. 4) WELDING SHALL BE DONE WITH AWS PRE -QUALIFIED WELDING PROCESSES UNLESS OTHERWISE APPROVED. 5) WELDER QUALIFICATIONS & WPS's SHALL BE MAINTAINED AT THE SITE OF THE WORK &SHALL BE READILY AVAILABLE FOR INSPECTION UPON REQUEST, BOTH IN THE SHOP & IN THE FIELD. 6) USE E70 OR E71T, 70ksi STRENGTH ELECTRODES APPROPRIATE FOR THE PROCESS SELECTED. 22. FABRICATION: 1) CONFORM TO AISC 303, SECTION 8 8c AISC 360 SECTION M2 & M5. 2) STRUCTURAL WELDING &QUALIFICATIONS SHALL CONFORM TO THE AWS D1.1 23. VERIFICATION INSPECTION: 1) STRUCTURAL WELDING INSPECTIONS 8c QUALIFICATIONS SHALL CONFIRM TO THE AWS D1.1. SEE WELDING NOTES 8c SPECIAL INSPECTIONS FOR STRUCTURAL STEEL. 2) SPECIAL INSPECTOR SHALL REVIEW THE PROCEDURES FOR COMPLETENESS &ADEQUACY RELATIVE TO THE CODE &THE WORK. FURTHER SHOP SPECIAL INSPECTIONS MAY BE WAIVED IF THE FABRICATOR IS "AISC CERTIFIED" OR OTHERWISE "APPROVED" BY THE AUTHORITY HAVING JURISDICTION PER IBC SECTION 1704.2.2 SEE SPECIAL INSPECTIONS FOR STRUCTURAL STEEL. 24. ERECTION: 1) CONFIRM TO AISC 303, SECTION 7 "ERECTION", SECTION 8 "QUALITY ASSURANCE." 8c AISC 360, SECTION M4. 2) THE ERECTOR SHALL MAINTAIN DETAILED FABRICATION &ERECTION QUALITY CONTROL PROCEDURES THAT ENSURE THAT THE WORK IS PERFORMED IN ACCORDANCE WITH AISC 360 SECTION M, AISC 303, &THE CONTRACT DOCUMENTS. 3) STEEL WORK SHALL BE CARRIED UP TRUE &PLUMB WITHIN THE LIMITS DEFINED IN AISC 303, SECTION 7.13. 4) STRUCTURAL WELDING TO CONFORM TO THE AWS D1.1 &APPLICABLE WELDING NOTES ABOVE. 5) SPECIAL INSPECTOR SHALL INSPECT THE STEEL FRAMING TO VERIFY COMPLIANCE WITH THE DETAILS SHOWN ON THE CONTRACT DOCUMENTS INCLUDING MEMBER SIZE, LOCATION, BRACING &THE APPLICATION OF PROPER JOINT DETAILS AT EACH CONNECTION. 25. BRACING &SAFETY PROTECTION: THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING &SAFETY PROTECTION REQUIRED BY AISC 360 SECTION M4.2 &AISC 303 SECTION 7010 & 7.11. 26. PROTECTIVE COATING REQUIREMENTS: 1) SHOP PAINTING: CONFORM TO AISC 360 SECTION M3 &AISC 303 SECTION 6.5 UNLESS AMULTI-COAT SYSTEM IS REQUIRED PER THE PROJECT SPECIFICATIONS. 2) INTERIOR STEEL: a. UNLESS NOTED OTHERWISE, DO NOT PAINT STEEL SURFACES TO BE, 1. WELDED; IF AREA REQUIRES PAINTING, DO NOT PAINT UNTIL AFTER WELD INSPECTION &NQN-DESTRUCTIVE TESTING REQUIREMENTS, IF ANY, ARE SATISFIED. b. INTERIOR STEEL, EXPOSED TO VIEW, SHALL BE PAINTED WITH ONE COAT OF SHOP PRIMER UNLESS OTHERWISE INDICATED IN THE PROJECT SPECIFICATIONS. FIELD TOUCH-UPS TO MATCH THE FINISH COAT OR AS OTHERWISE INDICATED IN THE PROJECT SPECIFICATIONS. 27 29 30 32 WOOD FRAMING LUMBER SHALL BE KILN DRIED OR MC-15 (MC-192), &GRADED &MARKED IN CONFORMANCE WITH W.C.L.B. STANDARD GRADING RULES FOR WEST COAST LUMBER N0. 16 (172), LATEST EDITION. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: JOISTS (2x MEMBERS) HEM -FIR #2 BEAMS &STRINGERS DOUGLAS FIR #1 POSTS &TIMBERS DOUGLAS FIR #1 STUDS, PLATES & MISC. LIGHT FRAMING DOUGLAS FIR or HIM -FIR STAND. GRADE TOP 8c BOTTOM PLATES @BEARING 8c SHEAR WALLS DOUGLAS FIR #1 or CONST. GRADE BOLTED STUDS, LEDGERS 8c PLATES HEM -FIR #2 or CONST. GRADE 2 2x6 STUDS HEM -FIR #2 or HEM -FIR CONST. GRADE 2 GLUE -LAMINATED MEMBERS SHALL BEAR AN AITC IDENTIFICATION MARK &SHALL BE ACCOMPANIED BY AN AITC CERTIFICATION OF CONFORMANCE. ALL SIMPLE SPAN BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F-V4, Fb= 2,400 psi, Fv = 240 psi. ALL CONT. &CANTILEVER BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F-V8, Fb = 2,400 psi, Fv = 240 psi. LAMINATED VENEER LUMBER SHALL BE FABRICATED IN CONFORMANCE WITH ICC-ES ESR-1387. EACH MEMBER SHALL BEAR AN IDENTIFICATION MARK. ALL BEAMS SHALL BE WESTERN SPECIES, GRADE 1.8E, Fb = 2,600 psi, Fv = 285 psi. LAMINATED STRAND LUMBER (TIMBERSTRAND LSL) SHALL BE FABRICATED IN CONFORMANCE WITH CODE EVALUATION ICC ES ESR-1387. EACH MEMBER SHALL BEAR AN IDENTIFICATION MARK. ALL BEAMS SHALL BE WESTERN SPECIES, GRADE 1.55E, Fb = 2,325 psi, Fv = 310 psi. PARALLEL STRAND LUMBER SHALL BE FABRICATED IN CONFORMANCE WITH ICC-ES ESR-1387. EACH MEMBER SHALL BEAR AN IDENTIFICATION MARK. ALL BEAMS SHALL BE DOUGLAS FIR, GRADE 2.OE, Fb = 2,900 psi, Fv = 290 psi [DEFERRED SUBMITTAL: ] PREFABRICATED OPEN WEB WOOD TRUSSES (or COMBINATION WOOD 8c METAL) SHALL BE DESIGNED BY THE MANUFACTURER FOR THE SPANS &CONDITIONS SHOWN ON THE PLANS &SHALL BE FURNISHED &INSTALLED IN CONFORMANCE WITH THE MANUFACTURER'S PUBLISHED SPECIFICATIONS. ALL NECESSARY BRACING, BRIDGING, BLOCKING, PRE -NOTCHED PLATES ETC., SHALL BE DETAILED &FURNISHED BY THE MANUFACTURER. SUBMIT SHOP DRAWINGS &DESIGN CALCULATIONS (COMPLETE WITH STRESS DIAGRAMS) TO THE ARCHITECT 8c 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 8c TEMPORARY BRIDGING &BRACING SHALL BE INSTALLED IN CONFORMANCE WITH MANUFACTURER'S SPECIFICATIONS. 33. PLYWOOD SHEATHING SHALL BE GRADE C-D EXTERIOR GLUE or STRUCTURAL II, EXTERIOR GLUE ORIENTED STRAND BOARD OF EQUIVALENT THICKNESS, EXPOSURE 1 RATING 8c PANEL INDEX MAY BE USED IN LIEU OF PLYWOOD. SEE PLANS FOR THICKNESS, PANEL IDENTIFICATION INDEX 8c NAILING REQUIREMENTS. STRUCTURAL WOOD SHEATHING PANELS SHALL HAVE APA GRADE TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION. 34. ALL WOOD PLATES &BLOCKING IN DIRECT CONTACT WITH CONCRETE OR MASONRY 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., 8c CONCRETE OR MASONRY. 35. TIMBER CONNECTORS CALLED OUT BY LETTERS 8c NUMBERS SHALL BE BY SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICC APPROVAL FOR EQUAL or GREATER LOAD CAPACITIES. PROVIDE NUMBER 8c 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 HALF OF THE NAILS or BOLTS IN EACH MEMBER. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE HEADS &NUTS OF ALL BOLTS 8c LAG SCREWS BEARING ON WOOD UNLESS NOTED OTHERWISE. ALL NAILS SHALL BE COMMON. ALL SHIMS SHALL BE SEASONED &DRIED &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. TJI JOIST HANGERS PER MANUFACTURER TJI SHOP DRAWINGS (U.N.O.) 36. PROTECTION OF CONNECTORS IN CONTACT WITH PRESSURE TREATED WOOD ALL BOLTS, NAILS, JOIST HANGERS &ANY OTHER CONNECTORS SHALL BE HOT DIPPED GALVANIZED FASTENERS RECOMMENDED TO CONFORM WITH ASTM STANDARD A-153 8c HOT DIPPED GALVANIZED CONNECTORS SHOULD CONFORM TO ASTM A165, CLASS G-183. STAINLESS STEEL FASTENERS &CONNECTORS SHOULD BE TYPE 304 OF 316 SIMPSON PRODUCT FINISHES CORRESPONDING TO THESE REQUIREMENTS ARE ZMAX 9158 (HOT DIPPED GALVANIZED) 8c SST3000 (STAINLESS STEEL). 37. ALL WOOD FRAMING DETAILS -THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS. A. MINIMUM NAILING REQUIREMENTS: UNLESS OTHERWISE NOTED, MINIMUM NAILING SHALL BE IN ACCORDANCE WITH TABLE 2304.10.1 OF THE INTERNATIONAL BUILDING CODE. B. AT SAWN TIMBER JOIST AREAS: PROVIDE CROSS -BRIDGING @ 8'-0"o.c. max. SPACING &SOLID BLOCKING AT BEARING POINTS. PROVIDE DOUBLE JOISTS UNDER ALL PARTITIONS. PROVIDE DOUBLE JOISTS EACH SIDE OF OPENINGS UNLESS DETAILED OTHERWISE. C. PROVIDE DOUBLE JOIST UNDER ALL PARALLEL PARTITIONS THAT EXTEND MORE THAN HALF THE JOIST LENGTH &DOUBLE JOIST HEADERS &DOUBLE JOISTS EACH SIDE OF ALL OPENINGS IN FLOORS &ROOFS UNLESS DETAILED OTHERWISE. COORDINATE SIZE & LOCATION OF ALL OPENINGS WITH ARCHITECTURAL 8c MECHANICAL DRAWINGS. D. PROVIDE TWO 2x10 HEADERS OVER &DOUBLE STUDS EACH SIDE OF ALL OPENINGS IN STUD BEARING WALLS NOT DETAILED OTHERWISE. E. PROVIDE SOLID BLOCKING FOR WOOD COLUMNS 8c MULTIPLE STUD POSTS THROUGH FLOORS TO SUPPORTS BELOW. F. PROVIDE CONTINUOUS SOLID BLOCKING AT MID OF ALL STUDS OVER 10' IN HEIGHT. G. TOENAIL JOISTS TO SUPPORTS WITH 2-16d NAILS. ATTACH ALL BEAMS AT THE ROOF EXCEEDING 8'-0" IN LENGTH TO SUPPORTS WITH ST22 STRAP EACH END. H. ATTACH TIMBER JOISTS TO FLUSH HEADERS AND BEAMS WITH "U" SERIES METAL JOIST HANGERS TO SUIT THE JOIST SIZE. I. WALL FRAMING ALL STUD WALL SHOWN &NOT OTHERWISE NOTED SHALL BE 2x4 STUDS @ 16"o.c. AT INTERIOR WALLS 8c 2x6 STUDS @ 16" o.c. AT EXTERIOR WALLS. J. NOTATIONS ON DRAWINGS RELATING TO FRAMING CLIPS, JOIST HANGERS, 8c OTHER CONNECTING DEVICES REFER TO CATALOG NUMBERS OF CONNECTORS MANUFACTURED BY SIMPSON STRONG -TIE COMPANY OR EQUIVALENT DEVICES BY OTHER MANUFACTURES MAY BE SUBSTITUTED. PROVIDED THEY HAVE ICC-ES APPROVAL FOR EQUAL LOAD CAPACITIES. K. INDIVIDUAL MEMBERS OF BUILT-UP POSTS &BEAMS SHALL EACH BE ATTACHED WITH 16d NAILS @ 6"o.c. STAGGERED. L. ALL WOOD STUDS WALLS SHALL HAVE LOWER WOOD PLATE ATTACHED TO WOOD FRAMING BELOW WITH 16d NAILS @ 6" o.c. STAGGERED UNLESS SHOWN OTHERWISE. M. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO MINIMUM STANDARDS OF THE INTERNATIONAL BUILDING CODE. N. PLYWOOD ROOF SHEATHING 8c FLOOR SHEATHING UNLESS OTHERWISE NOTED ON PLANS SHALL BE LAID UP WITH FACE GRAIN PERPENDICULAR TO SUPPORTS 8c NAILED WITH 8d NAILS @ 6" o.c. TO FRAMED PANEL EDGES &OVER STUD WALLS SHOWN ON PLANS & @ 12"o.c. (10"o.c. AT FLOORS TO INTERMEDIATE SUPPORTS. PROVIDE APPROVED EDGE CLIPS @ 16"o.c. AT UNBLOCKED ROOF SHEATHING EDGES. PROVIDE SOLD BLOCKING AT LINES OF SUPPORT AT FLOORS. TOENAIL BLOCKING TO SUPPORTS WITH 16d NAILS @ 12"o.c. UNLESS OTHERWISE NOTED IN THE SHEAR WALL SCHEDULE. 0. PLYWOOD WALL SHEATHING SHALL HAVE SOLID BLOCKING AT ALL EDGES. P. 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" DIA. ANCHOR BOLTS @ 4'-0"o.c. UNLESS SHOWN OTHERWISE. Q. PLYWOOD NAILING: (USE UNLESS GREATER NAILING IS DETAILED OR SPECIFIED) 8d @ 6"o.c. AT SHEET EDGES 8d @ 12"o.c. AT INTERMEDIATE BEARING POINTS R. 1. PROVIDE ABU POST BASE @ISOLATED POSTS TO CONCRETE CONNECTION 2. PROVIDE (2)A35 CLIPS @TOP 8c BOTTOM OF ALL POST TO OTHER FRAMING MEMBERS 3. PROVIDE AC or I_CE POST CAP @ISOLATED POSTS TO BEAM CONNECTIONS 4. PROVIDE MIN. (2)A35 CLIPS @POST TO BEAM CONNECTION (U.N.O.) 5. PROVIDE (2)CS16 x 30" AT ALL CUT DOUBLE TOP PLATES, TYPICAL. S. PROVIDE (2)CS16 x 36" AT ALL CUT DOUBLE TOP PLATE, TYP. T. ANCHORAGE: EPDXY -GROUTED ITEMS (THREADED RODS OR REINFORCING BAR) SPECIFIED ON THE DRAWINGS SHALL BE INSTALLED USING "SET-XP" HIGH STRENGTH EPDXY AS MANUFACTURED BY THE SIMPSON STRONG -TIE COMPANY. INSTALL IN STRICT ACCORDANCE WITH ICC-ES REPORT N0. ESR-2508. MINIMUM BASE MATERIAL TEMPERATURE IS 50°F. RODS SHALL BE ASTM A-36 UNLESS OTHERWISE NOTED. PERIODIC SPECIAL INSPECTION OF INSTALLATION IS REQUIRED TO VERIFY ANCHOR OR EMBEDDED BAR TYPE 8c DIMENSIONS, LOCATION, ADHESIVE IDENTIFICATION &EXPIRATION, HOLE DIMENSIONS, HOLE CLEANING PROCEDURE, ANCHOR EMBEDMENT 8c ADHERENCE TO THE INSTALLATION INSTRUCTIONS. CONTINUOUS SPECIAL INSPECTION IS REQUIRED FOR HORIZONTAL 8c OVERHEAD INSTALLATIONS. EPDXY -GROUTED ITEMS (THREADED RODS OR REINFORCING BAR) SPECIFIED ON THE DRAWINGS SHALL BE INSTALLED USING "AT-XP" AS MANUFACTURED BY SIMPSON STRONG -TIE COMPANY. INSTALL IN STRICT ACCORDANCE WITH IAMPO REPORT N0. ER-0281. MINIMUM BASE MATERIAL TEMPERATURE IS 14°F. RODS SHALL BE ASTM A-36 UNLESS OTHERWISE NOTED. PERIODIC SPECIAL INSPECTION OF INSTALLATION IS REQUIRED TO VERIFY ANCHOR OR EMBEDDED BAR TYPE &DIMENSIONS, LOCATIONS, ADHESIVE IDENTIFICATIONS 8c EXPIRATION, HOLE DIMENSIONS, HOLE CLEANING PROCEDURE, ANCHOR EMBEDMENT, 8c ADHERENCE TO THE INSTALLATION INSTRUCTIONS. CONTINUOUS SPECIAL INSPECTION IS REQUIRED FOR HORIZONTAL &OVERHEAD INSTALLATIONS. ■ U�' o �� � z � Q N _ � � O � c J � � Y � `" W Y X � w Z �i � z L � N °� o �_ M W rI� O N m v � N � `� °° Z a� � �� � w o � _ �w � a� co � �/ L.L ~ N 0 U r � cn a� r- .M c w m 0 N O W Q U� Z � � Z � z �w� U Q Y w 19 W �; � i J u� a �_ z� Q� J EXPIRES FEB 2025 STRUCTURAL ONLV Project Project No. Drawn By Aug 15 � Date DEVELOPMEN S DEPART E 01-28-2024 Sheet S2 J S 12"x18" PLOT = 1 /2 SCALE