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i
<br /> GENERALNOTES
<br /> ROOFING MATERIAL TO BE
<br /> 2X8 PT LEDGER AT WALL WITH 1/2 X 4" COMPOSITION OVER 30LB FELT L�,�
<br /> ALL CONSTRUCTION SHALL COMPLY WI�Ei THE 2015 INTERNATIONAL RESIDENTIAL MID ROOF"UNDER SHINGLE"VENTING TO �
<br /> STAGGERED LAG BOLTS AT 18"OC INTO RIM 7/16"OSB ROOF
<br /> CODE,2015 INTERNATIONAL BUILDING CUDE,AND THE 2015 WASHINGTON STATE 4X4 SUPPORT POST PROVIDE LOWER ATTIC VENTILATION. �, Dace: ��3;2019 �
<br /> JOIST. LAG BOLTS SHALL BE 2"FROM TOP OR SHEATHING.8D AT 6" � �;�.$ ����,���- HOLDOWN SCHEDULE � _
<br /> ENERGY CODE. RIM JOIST .a Iob#: tos3
<br /> BOTTOM AND 2"TO 5"FROM ENDS OF LEDGER ` � / OC AT EDGES AND ,
<br /> SHEARWALL$HOLDOWN NOTES(U.N.O.): HOLDOWN/ FASTENERS TO FOUNDATION
<br /> R-408.2 WAC 51-51 UNDERFLOOR VENTILATION REQUIRES 1 SQ FT OF NET FREE SOLID TIGHT FITTWG 12"OC AT FIELD � MAxx coMMENTs
<br /> ( � � G/ � (1) Simpson or equal. Locate at end of shearwall u.n.o. Install STRAP*(1) (2)-STUDS MIN U.N.O. ANCHOR*(1)(4) 0 �
<br /> CROSS VENTILATION FOR EACH 300 SQ FT OF UNDERFLOOR AREA COVERED. �' SIDING BLOCKING(NO VENTS) per manufacturer recommendations for foundation minimum end (8)-t6d sinkers co each V �
<br /> � H1 ROOF TO TOP \, T-1 MSTC4o NiA �
<br /> ` � � PLATE CONNECTION dista�ce and embedment,deepen foundation as required. connected element (/� Q
<br /> R-408.4 UNDERFLOOR ACCESS: MINIMUM 18"X 24"CLEAR ACCESS THROUGH _ � I�,��ETAL FLASHING \ DTT2 CONNECTOR (2) Construct crippie wall same as shearv✓aii(SW)above,and (� y
<br /> � �� i � � / AT EACH TRUSS . T-2 STHD14/14RJ (38)/(30)-16d N/A �
<br /> FLOOR, MIN 16"X 24"THROUGH EXT WALL. - i ! `� / � gable-end same as shearwall(SW)below. ' �
<br /> ` T- �� �, (3) Requires 3x or(2)2x fou�dation sill plate � �
<br /> R-317.1 WOOD FLOOR JOIST CLOSER THAN 18"AND WOOD GIRDERS CLOSER THAN VENTED 2X \,\ • ^ �
<br /> (4) Threaded rod and coupler as reqwred. a�
<br /> °o° o ° o ! ° >o° o ° o °o o ,� I N S U L A T I O N P E R E N E R G Y B�O C K I N G (5) C o m m o n n a i l s,U N O:8 d=0.1 3 1"x 2'h", 1 0 d=0.1 4 8"x 3", � � J
<br /> 12" FROM THE EXPOSED GROUND MUST BE PRESSURE TREATED. o ° o ° o % ° ° o ° o ° o • o � ; INFORMATION PAGE INSULATION BAFFLE WITH 1" ►� �
<br /> 12d=0.148"x3Y<",16d=0.162"x3'/Z", 16d sinker=0.148"x3'/<".
<br /> o � J � , / MIN AIR SPACE TO EXTEND ,
<br /> FASTENERS INTO OR IN CONTACT WITH PRESSURE TREATED OR FIRE RETARDANT � \� RIM JOIST % \ TO 12"VERTICALLY ABOVE �� �
<br /> LUS28 I HEADER PER PLAN (6) Instaii H1's on ali trusses/rafters,A35's at 24"o/c on gables&
<br /> TREATED WOOD SHALL BE OF HOT-DIPPED GALVANIZED STEEL,STAINLESS STEEL, ,� MSTC28 OR(2)HTT4 �� �\ � ����6�� � INSULATION rim joist(or solid blkg)to top plate(sill plate at fdn)u.n.o.;When �� ♦^
<br /> � I SHEATHING PER specified spacing is less than 24"o/c,install A35's at roof solid � ��
<br /> SILICON BRONZE OR COPPER. EXCEPTION: 1/2 INCH DIAMETER OR GREATER STEEL �" J,', AT TWO LOCATIONS TO / � �
<br /> 2X8 DECK JOISTS bik'ing to SW top plate,and instali H1 or H2.5 on all �
<br /> BOLTS. CONNECT FLOOR SOLID BLOCKING SW SCHEDULE
<br /> DIAPHRAGM TO DECK JOISTS NOTE: GABLE ENDS THAT ARE DIRECTLY UP AGAINST trusses/rafters. LTP4,LTP5 or LS50 can be su6stituted for A35. _ , � �
<br /> R-806.2 ATTIC VENTILATION REQUIRES NET FREE CROSS VENTILATION 1/150 OF I 5 FT SETBACK SHALL HAVE NO GABLE VENTS 2X6 WALL FRAMING AT 16"OC Conn,per Simpson Strong-Tie or equal. 3 O
<br /> ATTIC AREA. OR 1/300 IF 40-50 PERCENT IS UPPER VENTILATION.VENTED BLOCKING (7) Minimum 3x or dbl-2x stud lam'd w/(2)-16d @ 6"o/c at �
<br /> AND GABLE END VENTING IS NOT ALLOWED WHEN THE EXTERIOR WALL IS 5 FT OR �� ^ ROOF OVERHANG INTRUDING INTO �, TYPICAL ROOF TO WALL abutting panel edges. � =
<br /> LESS FROM THE PROPERTY LWE OR WHEN THE EAVE OR OVERHANG IS LESS THAN D4) DECK CONNECTION TO WALL D3 4X4 DECK RAILING POST SUPPORT �� 5 FT PROPERTY LINE SETBACK ��� AND HEADER SECTION there shailrbe�a m nam um o9 wo bol�ts pee piecelwith ne bot' �
<br /> 5 FT FROM THE PROPERTY LINE.WHEN APPLICABLE SEE D2 M
<br /> located not more than 12"or less than seven bolt diameters from ���
<br /> R-807 ATTIC ACCESS REQUIRES 22"X 30"MIN CLEAR OPENING IN A READILY each end of the piece. 2x min PT,u.n.o.
<br /> ACCESSIBLE AREA.30"MIN HEADROOM, INSULATE AND WEATHERSTRIP
<br /> 1 6 1 HOUR FIRE PROTECTION �
<br /> ROOF TO WALL Date: 7i3/2019
<br /> 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 SHEARWALL SCHEDULE
<br /> FLASHING ENERGY INFORMATION PAGE Job#: 1083
<br /> ABOVE THE FLOOR W�TH A MIN OF 5.7 SQUARE FEET,A MIN WIDTH OF 20"AND A MIN NAILING TO LEDGER ALL SIDES ENERGY INFORMATION PAGE E
<br /> / SHEATHINU-APPLY TO SHEATHING GDGE NAILS*(5) ROOF TO TOP PLA7E, �
<br /> HEIGHT OF 24". \ / PARALLEL OR / MARK BASE PLATE SILL PLATE ANCHORS w/
<br /> / _ i * . OR TO TOP PLATE
<br /> ! * �x HF STLDS�u 16"o/c ALL FDGES BLOCKED „ FLO
<br /> TIGHT FIT SOLID PERPENDICULAR NAILWG TO SOLID BLOCKING. i (2) N,at[s (5) 3"x 3°x ti4'�w.aSHEas*(s)
<br /> 18"MAXIMUM ENCROACHMENT INTO ,/ U.N.O.BELOW (9) �donocpenet�tepascflush) &SILL PLATE*(6)
<br /> R-314.3 INTERCONNECTED SMOKE ALARMS SHALL BE INSTALLED IN EACH SLEEPWG BLOCKING ROOF FRAMING 5'SETBACK.THIS WIDTH INCLUDES � / SPACING PER PERIMETER � sw-i �i�6��osB sd u � � �, _ , Za ^o,�c �
<br /> ROOM, IN THE IMMEDIATE VICINITY OUTSIDE EACH SLEEPING AREA AND ON EACH �K �� / i NAILING OF FLOOR DIAPHRAGM H' r� A35�c 24 "o/c C'
<br /> �
<br /> ���� TRIM, FINISHES, EAVESAND � '
<br /> BASEPLATE NAILING L 6"olc 72"o/c field 16d a, I� "o/c 5/8"P�xlO"AB's c� 60"o/c �
<br /> / / PER SW SCHEDULE
<br /> STORY. BASEPLATE NAILING ������\, OVERHANGS. 1 HOUR MINIMUM FIRE � sw-2 �i�6°osB sa @ a°oi���2°oic feta) ibd L 6°oi� a35�� �6 ^oi� sis°raXio°As�s @ 4s ^oic
<br /> ' �� RESISTIVE CONSTRUCTION. �,
<br /> SMOKE DETECTORS SHALL BE INSTALLED NOT LESS THAN 3 FT HORIZONTALLY PER SW SCHEDULE �� �
<br /> `_ RIM JOIST � 3/4°FLOOR PL�/OOD SW-3 7/16"OSB"(7) sd @ 3"o/c(12"o/c field) l6d @ 4"oIc A35� t2 "o/c 5/8"0xlo"AB's @ I6"o/c
<br /> FROM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS A TUB OR ; / � 3/4"FLOOR PLYWOOD
<br /> SHOWER. R314 ��� 2X LEDGER, BLOCK, � � � � RSW 5!8"PLY*(7) lOd @ 2"o/c staggered SEE DCTAIL t
<br /> SHEARWALL PER ','� R,qFTER OR TRUSS WITH RIM JOIST � DF#2 FRAM�NG (12"o/c field) Q
<br /> FLOOR JOIST FLOOR JOIST
<br /> IONIZATION SMOKE ALARMS: SHALL NOT BE INSTALLED LESS THAN 20 FT SCHEDULE �, (2)16D TO EACH STUD % PER PLAN � PER PLAN
<br /> HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING APPLIANCE. _ ___ —� j ,
<br /> i
<br /> FLOOR JOIST �� PERIMETER NAILING � � � �
<br /> IONIZATION SMOKE ALARMS WITH AN ALARM-SILENCING SWITCH SHALL NOT BE W
<br /> INSTALLED LESS THAN 10 FT HORIZONTALLY FROM A PERMANENTLY INSTALLED -- --- -- - � � PER SW SCHEDULE BATT INSULATION PER FLOOR TO TOP WALL FRAMING ' FLOOR TO TOP Q .
<br /> BASEPLATE NAILING
<br /> COOKING APPLIANCE. ENERGY INFORMATION PAGE PER SW SCHEDULE PLATE CONNECTION PLATE CONNECTION � �
<br /> i PER SW SCHEDULE PER SW SCHEDULE
<br /> PHOTO ELECTRIC SMOKE ALARMS:SHALL NOT BE INSTALLED LESS THAN 6 FT TYPICAL PARALLEL OR I � T TnSTATE Q
<br /> HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING APPLIANCE. „ WALL FRAMING v 1 ! e��g i n ee ri n c� � O
<br /> PERPENDICULAR LOWER 18 CANTILEVER INTRUDING INTO TYPICAL UPPER FLOOR
<br /> P7 ROX 9Ci? I.YNNvVOCiD. 1n,'A 9iiOL6 ..
<br /> R315.1 CARBON MONOXIDE ALARMS SHALL BE INSTALLED OUTSIDE EACH SLEEPING �C4 ROOF TO WALL CONNECTION C3i 5 FT PROPERTY LINE SETBACK C2 CANTILEVER UPPER FLOOR �1 �. czo�� z�c-4���� -. ;zo6> s s4-bz� W
<br /> � � JOIST SECTION SERVICES@UPSTS.GOM �
<br /> AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. �� �
<br /> R-3o8.4 SAFETY GLAZING IS REQUIRED AT ENCLOSURES FOR TUBS AND SHOWERS General Structural Notes—Unless Noted Otherwise W
<br /> AND WHEN PLACED WITHIN 24"ARC OF EITHER VERT►CAL EDGE OF DOOR AND 12"MIN REQUIRED 3/4"SUBFLOOR NAILED WITH 8D AT 6" BASEPLATE NAILING
<br /> GLAZING IS LESS THAN 60"ABOVE FLOOR. BETWEEN BEAM AND OC AT EDGES AND 12"OC AT FIELD PER SW SCHEDULE NAILING TO SOLID BLOCKING. BASEPLATE NAILING GENERA� ALL CONSTRUCTION SHALL CONFORM TO THE INTERNATIONAI BUILDING CODE(IBC),2015 EDITION,OR
<br /> GROUND. 18"MIN SPACING PER PERIMETER WALL FRAMING PER SW SCHEDULE OTHER GOVERNING CODE,AS REQUIRED BY LOCAL JURISDICTION.
<br /> M-1503 RANGE HOOD SHALL DISCHARGE TO THE OUTDOORS THROUGH A SINGLE REQUIRED BETWEEN \ NAILING OF FLOOR DIAPHRAGM � WALL FRAMING DESIGN LOADS SEE ENGINEERING PACKET FOR DESIGN LOADS.
<br /> WALL DUCT THE DUCT SERVING THE HOOD SHALL HAVE A SMOOTH INTERIOR BATT INSULATION
<br /> JOISTS AND GROUND. PER ENERGY � BATT INSULATION \
<br /> SURFACE, SHALL BE AIR TIGHT AND SHALL BE EQUIPPED WITH A BACKDRAFT ` INFORMATION PAGE � 3/4"FLOOR PLYWOOD PER ENERGY � 3/4"FLOOR PLYWOOD INSPECTIONS NO SPECIAL WSPECTIONS ARE REQUIRED. NOTIFY BUILDING DEPARTMENT FOR INSPECTIONS
<br /> DAMPER. SOLID BLOCKING OVER BEAM 4"CONCRETE SLAB FLOOR � REQUIRED BY LOCAL JURISDICTION.
<br /> INFORMATION PAGE
<br /> FLOOR JOIST PRESSURE TREATED / FLOOR JOIST FOUNDATIONS EXTEND FOOTING TO UNDISTURBED SOIL OF 2000 PSF BEARING CAPACITY. BOTTOM OF EXTERIOR
<br /> R319.1 BUILDINGS SHALL HAVE APPROVED ADDRESS NUMBERS. MIN SIZE 4 IN WITH FLOOR JOIST I y PER PLAN SILL PLATE � RIM JOIST � PER PLAN FOOTING SHALL BE 1'-6"MINIMUM BELOW OUTSIDE FINISHED GRADE.
<br /> 1/2 IN STROKE AND CONTRASTWG BACKGROUND AND VISIBLE FROM STREET. PER PLAN � / / Z�-6�� MIN.
<br /> RIM JOIST PRESSURE TREATED �—�► COMPACTED FILL SHOULD CONSIST OF PREDOMINATELY WELL-GRADED,GRANULAR SOIL,FREE OF ORGANIC
<br /> DESIGN CRITERIA PT POST OR 90LB PROVIDE A23 AND AC4 � � % • ° 2x TOP PLATE MATERIAL AND DEBRIS. FILL SHOULD BE PLACED IN MAXIMUM 8"LOO5E LIFTS AND COMPACTED TO A MINIMUM OF
<br /> FELT AT BOTTOM OR APPROVED FLOOR TO TOP lo . - , SILL PLATE ,,', �� ( WIDTH � 95 PERCENT OF THE MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT DETERMINED BY ASTM D-1557 TEST
<br /> � PER SW SCHEDULE I� � , I__ FLOOR TO TOP - ""'—
<br /> ROOF LIVE LOAD 25-ROOF DEAD LOAD 15 � . P O S I T I V E C O N N E C T I O N � i_ P L A T E C O N N E C T I O N II� :��i�il. � � ��I�III�� '� � i I i P R O C E D U R E S.
<br /> B A T T I N S U L A T I O N � ' �� ;� P � _ ' l i„ � I r I'I �! 4" PLATE CONNECTION NAI L SHTG TO
<br /> 6MILBLACK PERENERGY �i� � =ll fi I I I I =I 1=1i � ill_III ill II� i.° HEADER 3 OCEW
<br /> FLOOR LIVE LOAD 40-FLOOR DEAD LOAD 10 �� -_- I I I I I I i I1=1!1=!I „ �'-I I I I-1I1=1I I I I I I I II. - PER SW SCHEDULE � � " CONCRETE fc=2500 PSI MINIMUM 5-1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A MAXIMUM OF 6.0
<br /> VAPOR BARRI ER C O N C R E T E I N F O R M A T I O N P A G E 'I I II�I I I_I i-1�I I I 1=1 I I I�I °I I I i=� -I I i I I I I I : I�• @
<br /> DECK LIVE LOAD 60-DECK DEAD LOAD 10 FOOTING - �-I� " � I i I� �� III�-1I I � - � �I I II I1�=I i I I I I I .I GALLONS OF WATER PER 94 LB SACK OF CEMENT. MAXIMUM SLUMP IS 4". SEGREGATION OF MATERIALS TO BE
<br /> � �i I� �III �lil��i�lllllll�l�� III � � l�l- i 'll III I i 111�= �I� � PREVENTED.
<br /> PER PLAN I I'�- � III I I 'i1=111-�I � 1 i'1=J11 �I = � ' 111�=-III '�I Ji, . ' (2) 3x STUDS UNO
<br /> WIND SPEED BASIC/ULTIMATE 85/110 � ' . �, ' �I i- . . I I I I I I I I I . ` I_I_II I � I I I I I I HEADER PER PLAN NAIL SHTG TO REINFORCING STEEL #5 BARS AND LARGER SHALL BE GRADE 60 DEFORMED BARS,AND#3 AND#4 BARS SHALL BE
<br /> � -
<br /> SEISMIC CAT. D ,-,, ' ` c ° • . t, ,,�=,, i i ilill,i a,,,... I Illllilll �I ° �� . ' l � 'il-r li ' I i ! . ' °I° . EACH STUD - . . FABRICSHALL
<br /> • ,_ i � . . . .
<br /> - _ �, ` I _� � � '• ___ � EXTEND OVER • • GRADE 40,W ACCORDANCE WITH ASTM A 615 LAP SPLICES 32 BAR DIAMETERS WELDED WIRE
<br /> II i
<br /> f I � i � 1�__ ,
<br /> % _ = i i f- I I I i� �I I II � �� " - �-- '` � L-- , \ -� � _ �_ __ _ CONFORM TO ASTM A-185 AND SHALL BE 6X6-W 1.4 X W 1.4. LAP ONE FULL MESH AT SPUCES.
<br /> _ Q SHEARWALL
<br /> � _ _ �Ilill-ili�lllllll lll-I -\ ` � � � APA RATED SHTG 10d NAILS @ 3�� OC TIMBER FRAMING SHALL MEET THE FOLLOWING MINIMUM STANDARDS: .
<br /> CRAWL SPACE BEAM � FOUNDATION AT FOUNDATION AT o PER SW SCHED ALL PLATES BEAMS AND POSTS(4x_AND GREATER): DF-L#2
<br /> (� B3; CANTILEVER LOWER FLOOR B2� �B1 i�. HOLDOWN HEADERS & STUDS JOISTS/STUDS(2x_): HF#2/STUD
<br /> \� SUPPORT SECTION GARAGE SLAB FLOOR FRAMED FLOOR JOIST (3) 2x PLATES GLUE LAMINATED BEAMS(G�B) 24F-V4(24F-V8 AT CANTILEVERS)
<br /> PER PLAN NAIL SHTG
<br /> TO EACH PLATE 2x_TIMBER SHALL BE KILN DRIED. GRADES SHALL CONFORM TO"WWPA GRADING RULES FOR WESTERN LUMBER",
<br /> � LATEST EDITION. ROOF TRUSSES SHAIL BE DESIGNED IN ACCORDANCE WITH THE T.P.I.AND THE IBC. ALL
<br /> . . . . . .
<br /> THE GREATEST RISER HEIGHT WITHIN ANY CAST-IN-PLACE ANCHOR BOLT TO BE 51/2"X 10"WITH 3 X 3 MINIMUM COMPRESSIVE � � CONNECTIONS PER IBC TABLE 2304.10.1.
<br /> . . . . . . .
<br /> FLIGHT OF STAIRS SHALL NOT EXCEED THE MSTC66 @ CENTERLINE
<br /> X 1/4 PLATE WASHERS AT 48"OC OR PER SW SCHEDULE. STRENGTH OF CONCRETE ROOF DIAPHRAGM INSTALL MINIMUM 1/2"CDX PLYWOOD(32/16)OR 7l16"OSB SHEATHING. NAIL ALL SUPPORTED
<br /> OF RIM JST AND � �2� SIH��Qf A.B. S° CONC STEM WALL EDGES AND BOUNDARIES WITH 8d AT 6"O.C,AND INTERIOR SUPPORTS WITH Sd AT 12"O.C.;BIOCKING NOT
<br /> SMALLEST BY MORE THAN 3/8" \ NO LESS THAN 4 1/2"AND NO MORE THAN 12"FROM EACH SHALL BE NOT LESS THAN EMBED 7" MIN REQUIRED.
<br /> � FILL ALL HOLES w/16d END.7"MIN EMBEDMENT EXCEPT AS REQUIRED BY SW 2500 PSI (2)#4 VERT EA FACE
<br /> MIN HEAD CLEARANCE \y FLOOR SCHEDULE. CONC SLAB #3 TIES @ 8° O.C. FLOOR DIAPHRAGM INSTALL MINIMUM 23/32"T&G STURD-I-FLOOR(24oc)SHEATHING. GLUE AND NAIL ALL
<br /> HANDRAIL 34-38° / -� SUPPORTED EDGES AND BOUNDARIES WITH 10d AT 6"O.C.;AND INTERIOR SUPPORTS WITH 10d AT 12"O.C.,
<br /> � TO BE 6'-8" FRAMWG \ 2x TREATED PLATE
<br /> ABOVE STAIR NOSE BLOCKING NOT REQUIRED.
<br /> 8"CONCRETE FOUNDATION
<br /> %% STAIR TREAD IF STRAP OVERLAP IS REQ'D,(10)-16d � HORIZONTAL:(1)#4 BAR WITHIN
<br /> -�i' PER R-311.5.3 NAILS MIN SHALL GO THROUGH BOTH DOUBLE STUDS WALL MAX HEIGHT 96��WITH CONT FTG W/ �- MISCELLANEOUS THE CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT JOB SITE. THE CONTRACTOR
<br /> �� @ EACH STRAP MAX UNBALANCED BACKFILL -�- . ��Z"OF TOP OF WALL R403.1.3.1 =)��=1I1=I I I-f� SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENINGS i
<br /> -� � STRAPS. RELOCATE MSTC ABOVE (2)#4 TOP ��- HAVE BEEN INSTALLED. DO NOT SCALE DRAWINGS. PRE-FABRICATED ITEMS TO BE HANDLED AND INSTALLED PER
<br /> 1X8 RISER � _ �'i', FLOOR JOISTS EDGE NAIL SHTG NOT TO EXCEED 48" 6 MIN & BOT
<br /> MANUFACTURER'S RECOMMENDATIONS.
<br /> CENTERLINE IF REQ'D. UNO II 1H° MIN.
<br /> -- � MECHANICAL �� : i i �_ � ': #4 VERTICAL @ 48"ON CENTER PER
<br /> 2X12 STRINGERS 3 I � 6"WALL MAY BE USED WITH ,I, I I ii I I I • WIND DESiGN CRITERIA:
<br /> - i�
<br /> � )
<br /> � MAX HEIGHT 5�4' � I I I I-I I I P - SECTION R403.1.3.1 MIN 14" INTO STEM
<br /> '� NOMINAL WIND SPEED -85 MPH RISK CATEGORY II � a
<br /> � CONNECTION =I I I I I I I I I I I I I I I� . WALL AND STANDARD HOOK PER UITIMATE W IND SPEED-110 MPH IMPORTANCE,I=1.o V
<br /> MIN RUN 10" \ - II FLOOR TO STAIRS - ' "-
<br /> I I I� SECTION R608.5.4.5 � 'T W WD EXPOSURE,B Kzr=1.00
<br /> HOLDOWN (1)#4 REBAR REQUIRED AT � ;I=I I lilll� illl Z
<br /> MAX RISE 7 3/4" � PONY WALL CONSTRUCTION: P E R P L A N FOOTING WITH MIN 3"FROM _=1�,i_ sEISIMIC DESIGN CRITERIA: � �
<br /> I 1/2"GWB UNDER STAIRS _„� , i_�I� . M I N 1 7 X 6 C O N C R E T E
<br /> - � � '' > '
<br /> 2x6 MATCH ABOVE @ 16"o/c BOTTOM OF FOOTING R403.1.3 1 =,� �, ° FOOTING MIN 12"BELOW EQUIVALENT LATERAL FORCE PROCEDURE �
<br /> ' SHEARWALL SPECIFICATIONS - � � ' _ _ IMPORTANCE,le=1.0 Ss=1.25
<br /> ' / ' �2X DRAFT STOP BLOCKING FROM SHEARWALL ABOVE �L�-1���I'�� I ����i I i �_ � GRADE SITE CLASS,D S,=0.40 �
<br /> � _ � BETWEEN STUDS p', o�, ALL STEEL#4 AND SMALLER TO BE GRADE 40 A��FOOTINGS TO BE PLACED 1 RAISED SH EAR WALL SEISMIC DESIGN CAT.,D Sos=0.83
<br /> ALL STEEL#5 AND GREATER TO BE GRADE 60 SEIS.FORCE RES.SYS,A.15. So,=0.43 W
<br /> 3/4"- 1 1/4"NOSING ZX4 STIFFENER ON BEARING SOIL X �RSW� NTS DESIGN BASE SHEAR= 9109 Ibs Cs=0.13 Q
<br /> , RISK CATEGORY il R=6.5 �
<br /> ��4'� TYPiCAL STAIR SECTION A3 PONY WALL WITH SW / HOLDOWN � A1; TYPICAL CONCRETE FOUNDATION ( 8 OR 6 INCH ) _
<br /> � � .
<br /> SHEAR WALL PER PLAN � M
<br /> TIGHT-FIT SOLID BLOCKING Q�O yC9 W
<br /> � y �
<br /> BOUNDARY NAILING PER STRUCTURA�NOTES Q O
<br /> BOUNDARY NAILING �,."� .� �� � �
<br /> ROOF SHEATHING PER � �
<br /> STRUCTURAL NOTES PER PLAN ,pF�4226��0�c�,
<br /> �SS��NAL E�G\ ~
<br /> �
<br /> FULL-HEIGHT TIGHT-FIT RF SHEATHING ��� 3-oi- W �
<br /> TRUSS BLOCKING PER PER PLAN � �
<br /> ROOF SHEATHING PER MFR. OR FIELD BUILD 2X4'S =
<br /> STRUCTURAL NOTES W/TP 39 @ ALL CORNERS
<br /> ROOF FRAMING PER PLAN � � �
<br /> 2x�E��ER(oR RF 7Russ)w� MANUFACTURED TRUSS NAIL SHEATHING TO � a
<br /> (2}16d TO EA STUD ..... ........ ....... ........ .......
<br /> PER PLAN NAILING TO JOIST/ BLOCKS PER SW J
<br /> " " " " " " " ' " " " BLOCKING.SPACING SCHEDULE EDGE NAILWG Z a.
<br /> TRUSSES OR RAFTERS PARALLEL TO WALL PRE-FABRICATED PER PERIMETER
<br /> TRUSSES PER PLAN NAILING OF FLOOR - — SW PER PLAN � U
<br /> SHEAR WALL ABOVE DIAPHRAGM
<br /> SHEAR WALL PER PLAN SHEAR WALL PER PLANP E R P L A N E D G E N A I L I N G P E R W W
<br /> TIGHT-FIT SOLID BLOCKING TIGHT-FIT SOLID BLOCKING SW SCHEDULE
<br /> A35 PER SW SCHED � '
<br /> BOUNDARY NAI�ING PER BOUNDARY NAILING PER BASEPLATE NAILING �
<br /> STRUCTURAL NOTES STRUCTURAL NOTES 16d PER SW SCHED TOP PLATE CONN PER SW SCHED TO 3/4"FLOOR T Y P I C A L � O
<br /> ROOF SHEATHING PER ROOF SHEATHING PER " " " " " " " " ' " " " " " " " " Y4" BASE PLATE NAILING JOIST/BEAMBLOCKING �,: �/'�PLYWOOD ❑P E N I N G LSTA21 W/ BLOCKING � �
<br /> STRUCTURAL NOTES STRUCTURAL NOTES ������ ������ � .•.•. �������� �������� .•.•. ������� ������ � BELOW — M A
<br /> � F�ooR�oisT AS REQUIRED (4 TYP.) W '���
<br /> 16d PER SW SCHED � PER PLAN
<br /> BASE PLATE NAIL�NG '
<br /> DATE:
<br /> �, FLOOR TO TOP
<br /> TRUSs(MONO)PER PLAN WALL FRAMING OR `PLATE CONNECTION
<br /> 2x AS REQ'D BEAM OR MUD5ILL PER SW SCHEDULE 7/26/2019
<br /> 2X CONT SOLID BLOCKING
<br /> ROOF FRAMING PER PLAN W/(2)16d TO EA STUD TOP-PLATE SHEAR WALL (2X12 MAX) PER PLAN
<br /> 2X LEDGER W/ CONNECTION PER PER PLAN
<br /> EHD JOB:
<br /> (2)16d TO EA STUD SHEAR WALL SW SCHEDULE
<br /> RAFTERS PERPENDICULAR TO WALL TRUSSES PERPENDICULAR TO WALL BELOW PER PLAN
<br /> 2321
<br /> SHEET:
<br /> �z� i� �� f �'�� � �
<br /> 3 ROOF TRUSS PERPENDICULAR 4 ROOF TRUSS PARALLEL 5 SHEAR FLOW AT OFFSET 6 FORCE TRANSFER �
<br /> 2 SHEAR TRANSFER ���° �� �� �� �� �- '
<br /> X TO SHEAR WALL ►vrs X NTS NTs X � �_ . _ NTs �`:;�
<br /> X SW TO SW THRU LOW ROOF
<br /> NTs TO SHEAR WALL X INTERIOR SHEAR WALLS AROUND OPENINGS � 'rJ
<br />
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