7030 LOWER RIDGE RD 2017 Plans 2022-11-28

,, � GENERALNOTES � ROOFING MATERIAL TO BE O � ALL CONSTRUCTION SHALL COMPLY WITH THE 2015 IN7ERNf1TIONAL RESIDENTIAL 2X8 PT LEDGER AT WAL.L WITH 1/2 X 4" MID ROOF"UNDER SHINGLE"VENTING TO COMPOSITION OVER 30LB FELT � U STAGGERED LAG BOLTS AT�8"OC INTO RIM 7/16"OSB ROOF CODE,2015 IN`fERNATIONAL BUILDING COOE,AND THE 2015 WASHINGTON STATE 4X4 SUPPORT POST PROVIDE LOWER ATl�IC VENTILATION. SHEATHING.8D AT 6" � JOIST. LAG BOLTS SHALL BE 2" FROM TOP OR � � ENERGY CODE. RIM JOIST \ /� BOTTOM AND 2"TO 5" FROM ENDS OF LEDGER � OC AT EDGES AND CJ � v f f SOLID TIGHT FITfWG 12"OC AT FIELD � R-4082 (WAC 51-51)UNDERFLOOR VENTILATIQN REQUIRES 1 SQ FT OF NET FREE SIDING ✓ BLOCKWG(NO VENTS) � INSULATION � CROSS VENTILATION FOR EACH 300 SQ FT OF UNDERFLOOR AREA COVERED. � � H1 ROOF TO TOP PER ENERGY � �� � �.� METAL FLASHlNG �a PLATE CONNECTION\\ I WFORMATION �.,, � R-408.4 UNDERFLOOR ACCESS: MINIMUM 18"X 24"CLEAR ACCESS THROUGH DTf2 CONNECTOR AT EACH TRUSS � PAGE L�, ('� �n FLOOR, MIN 16"X 24"THROUGH EXT WA�L. ` �-�� - '� Y„ °� R-317.1 WOOD FLOOR JOIST CLOSER THAN 18"AND WOOD GIRDERS CLOSER THAN T VEN7ED 2X '�� o • o ° e ° o ° ° o ° o ° o ° a INSULATION PER ENERGY BLOCKWG / � � 12" FROM THE EXPOSED GROUND MUST BE PRESSURE TREATED. o°^ a ^ o ^°, ^ ^ o°� o � o �°o r� INFORMATION PAGE INSULATION BAFFLE WITH 1" � � � / MW AIR SPACE TO EXTEND FASTENERS INTO OR W CONTACT WI7H PRESSURE TREATED OR FIRE RETARDANT LUS28 RIM JOIST HEAD�R PER PLAN TO 12"VERTICALLY ABOVE � � TREATED WOOD SHALL BE OF HOT-DIPPED GALVANIZED STEEL, STAINLESS STEEL, MSTC28 OR(2)HTT4 � �"��'6�� / WSULATION � SILICON BRONZE OR COPPER. EXCEPTION: 1(2 WCH DIAMETER OR GREATER STEEL AT TWO LOCATIONS TO SHEATHING PER � � BOLTS. CONNECT FLOOR 2X8 DECK JOISTS SW SCHEDULE SOLID BLOCKING NOTE: GABLE ENDS THAT ARE DIRECTLY UP AGAINST DIAPHRAGM TO DECK JOISTS 5 FT SETBACK SHALL NAVE NO GABLE VENTS 2X6 WALL FRAMWG AT 16"OC OQ R-806.2 ATTIC VENTILATION REQUIRES NET FREE CROSS VENTILATION 1/150 OF Al-fIC AREA. OR 1/300 IF 40-50 PERCENT IS UPPER VENTILATION.VENTED BLQGKING AND GABLE END VENTING IS NOT ALLOWED WHEN THE EXTERIOR WALL IS 5 FT OR ROOF OVE��HANG INTRUDING INTO TYPICAL ROOF TO WALL ,, LESS FROM THE PROPERTY LINE OR WHEN THE EAVE OR OVERHANG IS LESS THAN D4 DECK CONNECTION TO WALL D3 4X4 DECK RAILING POST SUPPORT D2 5 FT PROPERTY LINE S�TBACK �� ANf� HEADER SECTION 5 FT FROM THE PROPERTY LINE.WHEN APPLICABLE SEE D2 R-807 ATTIC ACCESS REQUIRES 22"X 30" MW CLEAR OPENING IN A READILY ACCESSIBLE AREA.30° MIN HEADROOM, WSULATE AND WEATHERSTRIP ROOF TO WALL 1'-6" 1 HOUR FIRE PROTECTION R-310 EGRESS OPENINGS SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 44" 8D NAILS AT 6"OC PERIMETER PROVIDED BY 5/8"GWB AT BATT INSULATION PER BATT INSULATION PER ABOVE THE FLOOR WITH A MIN OF 5.7 SQUARE FEET,A MIN WIQTH OF 20"AND A MIN NAILING TO LEDGER FLASHING ALL SIDES ENERGY INFORMATION PAGE ENERGY INFORMATION PAGE HEIGHT OF 24". � PARALLEL OR TIGHT FIT SOLID PERPENDICULAR NAILING TO SOLID BLOCKING. 18"MAXIMUM ENCROACHMENT INTO R-314.3 INTERCONNECTED SMOKE ALARMS SHALL BE INSTALLED IN EACH SLEEPWG BLOCKWG � ROOF FRAMING SPACWG PER PERIMETER 5'SETBACK.THIS WIDTH WCLUDES ROOM, W THE IMMEDIATE VICINITY OUTSIDE EAGH SLEEPING AREA AND ON EACH - - - - - -�- -- NAILING OF FLOOR DIAPHRAGM BASEPLATE NAILWG STORY. TRIM, FINISHES, EAVES AND PER SW SCH�DULE BASEPLA7E NAILING � �VERHANGS. 1 HOUR M�NIMUM FIRE SMOKE DETECTORS SHALL BE INSTALLED NOT LESS THAN 3 FT HORIZON7ALLY PER SW SCHEDULE RESISTIVE CONS7RUCTION. FROM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS A TUB OR RIM J015T 3/4" FLOOR PLYWOOD 3/4"FLOOR PLYWOOD ` SHOWER. R314 2X LEDGER, BLOCK, � � � � SHEARWALL PER RAFTER OR TRUSS WITN - ; RIM JOIST IONIZATION SMOKE ALARMS: SHALI NOT BE INSTALLED LESS THAN 20 FT SCHEDULE (2)16D TO EACH STUD FLOOR JOIST �� FLOOR JOIST � HORIZONTALLY FROM A PERMANENTL.Y INSTALLED COOKING APPLIANCE. PER PLAN PER PLAN IONIZATION SMOKE ALARMS WITH AN ALARM-StLENCING SWITCH SHALL N07 SE FLOOR JOIST \ pERIMETER NAILING � INSTALLED LESS THAN 10 FT HORIZONTALLY FROM A PERMANENTLY WSTALLED PER SW SCHEDULE BATT INSULATION PER BASEPIATE NAILING FL40R TO TOP WALL FRAMING � FLOOR TO TOP I� COOKING APPL.IANCE. ENERGY INFORMATION PAGE PER SW SCHEDULE PLATE CONNECTION PLATE CONNECTION � I PER SW SCNEpULE PER SW SCHEDULE � PHOTO ELECTRIC SMOKE ALARMS:SHALL NOT BE INSTALLED LESS THAN 6 FT TYPICAL PARALLEL OR HORIZONTALLYFROMAPERMANENTLYINSTALLEDCOOKWGAPPLIANCE. PERPENDICULAR LOWER �8�� CANTILEVER INTRUDWG fNTO WALLFI�AMING TYPICAL UPPER FLOOR R315.1 CARBON MONOXIpE ALARMS SHALL BE INSTA�LED OUTSIDE EACH SLEEPING C4 ROOF TO WALL CONNECTION C3 5 FT PROPERTY LINE SETBACK C2 CANTILEVER UPPER FLOOR C1 JOIST SECTION AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. + R-308.4 SAFETY GLAZING IS REQUIRED AT ENCLOSURES FOR TUBS AND SHOWERS AND WHEN PLACED WITHIN 24"ARC OF EtTHER VERTICAL EDGE OF DOOR AND 12"MIN REQUIRED 3/4"SUBFLOOR NAILED WITH 8D AT 6" GLAZING IS LESS THAN 60"ABOVE FLOOR. BETWEEN BEAM AND OC AT EDGES AND 12"OC AT FIELD BASEPLATE NAILWG GROUND. 18"MIN WALL FRAMWG PER SW SCHEDULE M-1503 RANGE HOOD SHALL DISCHARGE TO THE OUTDOORS THROUGH A SINGLE REQUIRED BETWEEN BATT INSULATION WALL FRAMING � WALL DUCT THE DUCT SERVING THE HOOD SNALL HAVE A SMOOTH INTERIOR JOISTS AND GROUND. PER ENERGY \� BATT WSULATION � SURFACE, SHALL BE AIR TIGHT AND SHALL BE EQUIPPED WITH A BACKDRAFT INFORMATION PAGE � PER ENERGY � � 3/4" FLOOR PLYWOOD DAMPER. SOLID BLOCKING OVER BEAM ROOF SHEATHING 4"CONCRETE SLAB FLC10R � � PER PLAN INFORMATION PAGE R319.1 BUILDINGS SHALL HAVE APPROVED ADDRESS NUMBERS. MIN SIZE 4 IN WITH FLOOR JOIST 5/8"TYPE PRESSURE TREATED FLOOR JOIST 1/2 IN STROKE AND CONTRASTING BACKGROUND AND VISIBLE FROM STREET. PER PLAN � X GWg SILL PLATE � RIM JOIST �� PER PLAN DESIGN CRITERIA PT POST OR 90L8 PROVIDE A23 AND AC4 CENTER TRUSS � f = PRESSURE TREATED Y>I`�.;�;" :'� '".< ,;o':. ' SILLPLATE °'�' �� FELT AT BOTTOM QR APPROVED DIRECTLY QVER TOP PLATE •: : . =111=,11=111= -1 �' FLOOR TO TOP ROOF LIVE LOAD 25-ROOF DEAD LOAD 15 - POSITIVE CONNECTION 1"SPACE. � I{-11�_Tl=11-ITI -r � P; � TO ROOF =111=111=1I I-11.'.�; '�'>� -II I-11I-II I-II1=ll =11�=1=11;:- PLATE CONNEGTION " 6 MIL BLACK � =1TI-T=1jj_111-'' �•�. I I!-J I H I I-1I1-1 t� �=1I�=1 I I-11 I �� 4 FLOOR LIVE LOAD 40-FLOOR DEAD LOAD 10 � CONN�CTION 111=111-III-II I-II��,;'. �:;'-111=111=111-111=11 �=1TI=111=111=11�,':��.�` PER SW SCH�DULE � VAPOR BARRIER CONCRETE Il-1f�l�l_I1-11_I � . �� 111=11i-1T-L=J= I-1 �-�-It!-J11-�� : DECK LIVE LOAD 60-DECK DEAD LOAD 10 FOOTWG PER SHEARWALL III-III-III-fII-II�:: ';;,`,-III-IiI-III-TI1-11� 111-111-III=111-II �;. ..:;'. � � SCHEDULE. -TI-111=111=111 �� 111=111-1T_I-111-1i1-I III-TI=111-T! � PER PLAN I I!=1I H I 1=1 I I-1I '��.'� �-��-1I I-1I I-i I 1=1I 1=1I_I I I I-I I 1=1I 1=1I H I .`:. ��"� WIND SPEED 85 SEISMIC CAT. D � �� ., II1=111-11=��. :�� :'.��. II-_ii1-11_�I-111- T=11I-111 �� .� � � ''�;� ^._-,- I I 1=1I 1=1 f 1=1 ^ . I I I_I I I I I i=1 !I I I I I-I I I-I � . v� I I 1=1 I i-I I I_ ' ,� I I I I I-"I I 1=1 I -I i I-I I 1=1 I I ' � � I �=1 I I I I � ` ' I I 1=1 I I-1 I I-1 I 1= -I I i-1 I I I - I I�-I I I_I I I I I I-I I I-I � r L I 1-1 I I-I I i-1!I_i I I�I I I._I i 1=1 -I I I-I!=1 I I-1 I!-I I I-1�I-1 I l-1 I 1=1 I 1=1 I I-I I I-I 1 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I_I=1 I 1=1 I!-1 I 1=1 I I_ - _ � =�11 i 1ZI�-T=1LHI iHl r!i,IIV-�I!��IIHI(�IIHI�JII-IiI - ' _ - �III - ' - - -11I � CRAWL SPAC� �EAM FOUNDATIUN AT FOUNDATION AT � • � B4 SUPPORT SECTION 5is��7YPE B2 GARAGE SLAB FLOOR B� FRAMED FLOOR JOIST � X GWB 1 � i fm� � THE GREATEST RISER NEIGHT WITHIN ANY � :�TP.UCTUR,�+'�-. �R�� - FLIGHT OF STAIRS SHALL NOT EXCEED THE MSTC66 @ CENTERLINE THI� DRAWING HAS BEEN REVIEW�U FOR CAST-IN-PLACE ANCHOR BOLT TO BE 5/8"X 10"WITH 3 X 3 X MINIMUM COMPRESSIVE � � SMALLEST BY MORE THAN 3/8" OF RIM JST AND STR C7URAL REQUIREMENTS ONLY PER 1/4 PLATE WASHERS AT 48"OC OR PER SW SCHEDULE. NO STRENGTH OF CONCRETE � f FILL ALL HOLES w/16d 7/16 OSB THE ATfACHED RELEVANT DOCUMENTS. LESS THAN 4 1/2"AND NO MORE THAN 12"FROM EACH END. SHALL BE NOT LESS THAN NAILED PER JC B# r�� DA7E��.�'� 7"MIN EMBEDMENT EXCEPT AS REQUIRED BY SW 3000 PSI HANDRA�L 34-38" / MIN HEAD CLEARANCE � SHEARWALL SCHEDULE. / TOBE6 8 � FRAMWG P.'-V1EW�D BY�4��.r. A60VE STAIR NOSE SCHEDULE. UPSTATE ENGINEERING � �\ 2x TREATED PLATE / STAIR TREAD IF STRAP OVERLAP lS REQ'D,(10)-16d 2pg)280-4715•services�upstS.co 8"CONCRETE FOUNDATION N PER R-311.5.3 NAILS M W SHALL GO TNROUGH BOTH DOUBLE STUDS � VOlD IF S7ANiP INK NOT RED. WALL MAX HEIGHT 96"WITH , HORIZONTAL:(1)#4 BAR WITHIN @ EACH STRAP MAX UNBALANCED BACKFILL � 12"OF TOP OF WALL R403.1.3.1 � STRAPS. RELOCATE MSTC ABOVE � o �� 1X8 RISER � FLOOR JOISTS CENTERLINE IF REQ'D. EDGE NAIL SNTG NOT TO EXCEED 48" 6' MIN � � 2X12 STRINGERS(3) �� UNO , (2}2X4 WALLS WITH 6°WALL MAY BE USED WITH - ,;II1=II�III,v: ,�:�: �VERTICAL @ 48"ON CENTER PER � � MECHANICAL 1"SEPARATION. � 111=11i-11i-111=. o; : SECTION R403.1.3.1 MIN 14" INTO STEM �" � CONNECTION 10"CONCRETE MAX HEIGHT 54' i-I11-111=1I1=11I.°. • ::.; N FLOOR TO STAIRS FOUNDATION WALL.. I- _!=1I I-1I I- � WALL ANp STANDARD HOOK PER 'CC � � MIN RUN 1Q" HOLDOWN FOLLOW TYPICAL (1)#4 REBAR REQUIRED AT I I1=11I-i '-� . SECT�ON R608.5.4.5 � �II1=1Ii-1I1=1I1= ;:' ..� � � —� , '=1I 1-11 I-1I I'.,. ;': \ MAX RISE 7 3/4" PONY WALL CONSTRUGTION: P E R PLA N FOUNDATION DESIGN FOOTING WITH MIN 3" FROM II1=1 ="_"'- ., . M I N 1 7 X 6 C O N C R E T E C O 1/2"GWB UNDER STAIRS „ �-111=t1i=11 ; ..�'. �, :�; = � 2x6 MATCH ABOVE @ 16 o/c WITH(2)ROWS OF BOTfOM OF FOOTING R403.1.3.1 �I1i=11_I=111= •:,;:�;.° . .,+ FOOTING MIN 12"BELOW � '` SHEARWALL SPECIFICATIONS ANCHOR BOLTS II-11I-,11=_-=' _ 2X DRAFT STOP BLOCKING I1�-111-111-111=111-1�1-111=i11=I GRADE BETWEEN STUDS FROM SHEARWALL ABOVE '°: -""_ - _ �-� � ; o•. 3/4"-1 1/4"NOSING 2X4 STIFFENER ALL STEEL TO BE GRADE 60 ALL FOOTWGS TO BE PLACED ON BEARING SOIL �f"��. A4 TYPICAL STAIR SECTION A3 PQNY WALL WITH SW / HOLDOWN O GARAGE WALL UNIT SEPARATION A1 TYPICAL CONCRETE FOUNDATION ( 8 OR 6 INCH ) r