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<br /> GENERAL NOTES ROOFWG MATERIAL TO BE
<br /> ALL CONSTRUCTION SHALL COMPLY WIiH THE 2015 INTERNATIONAt RESIDENTIAL 2X8 PT LEDGER AT WALL W►TH 1/2 X 4" MID ROOF"UNDER SHINGLE"VENTING TO COMP051TION OVER 30L�FE�T �
<br /> STAGGERED LAG BOLTS AT 18"OC INTO RIM 7/16"OSB ROOF
<br /> PROVIDE LOWER ATTIC VENTILATION.
<br /> CODE,2015 INTERNATIONAL BUILDING CODE,AND THE 2015 WASHINGTON STATE 4X4 SUPPORT POST SHEATHING:8D AT 6" Date: 3t7/2020
<br /> JOIST. LAG BOLTS SHALL BE 2"FROM TOP OR � HOLDOWN SCHEDULE � �
<br /> ENERGY CODE BOTTOM AND 2"TO 5" FROM ENDS OF LEDGER \�
<br /> RIM JOIST OC AT EDGESAND �� �'������°�` .[ob#: ]16G �.i
<br /> � �� �
<br /> R-408.2 (WAC 51�51)UNDERFLOOR VENT6LATION REQUIRES 1 SQ FT OF NET FREE � \ y " SOLID TIGNT FITTING 12"OC AT FIELD SHEARWALL&HOLDOWN NOTES(U N.O): HOLDOWN/ ras�'EtvERs To FovtvD�Ttort O � ty
<br /> S I D I NG \ MARK COMMENTS
<br /> CROSS VENTI�ATION FOR EACH 300 SQ FT OF UNDERFLOOR AREA COVERED. / BLOCKING(NO VENTS} (1) Simpson or equaL Locate at end ofi shearwall u.n.o. Install sTRrU�*(1) (2)-S7'uDs MtN U.N.o. ANCHOR*(1)(4) (� �i
<br /> H1 ROOF TO TOP per manufacturer recommendations for foundatio�minimum end W
<br /> � � PLATE CONNECTION distance and embedment,deepen foundation as required. T-1 STHD14/14RJ (3&)f(30}-16d N/A � 0 ♦�
<br /> ' I� �ETAL FLASHING DTT2 CONNECTOR
<br /> R-408.4 UNDERFLOOR ACCESS: MINIMUM 18"X 24"GLEaR ACCESS THROUGH ,_ \ AT EACH TRUSS (2) Construct crippie wall same as shearwall(SW)above,and g _ � U v,
<br /> T-2 MSTC40 � ) 16d sinkers To each N,� � �
<br /> _
<br /> I v� � � g a b l e-e n d s a m e a s s h e a r w a l l(S W)b e k o w. c o n n e c t e d e l e m e n t +.. Z'
<br /> F L O O R,M(N 1 6"X 2 4"T H R O U G H E X T W A L L - L_� __ _,____ �
<br /> ._.__
<br /> F VENTED 2X (3) Requires 3x or{2)2x foundation sill plate �S.'
<br /> R-317.1 WOOD FLOOR JOIST CLOSER THAN 18"AND WOOD GIRDERS CLOSER THAN a o o e = _ � � BLOCKING (4) Threaded rod and coupler as required. (�f Q
<br /> IfVSULATION PER ENERGY �
<br /> 12"FROM THE EXPOSED GROUND MUST BE PRESSURE TREATED. � � o e �° a'` a °� INSULATI�N BAFFLE WITH 1" (5} Common nails,UNO:8d=0.131"x2'/z',10d=0.148"'x3", �+ �'
<br /> a a a � ° _ ° ��° � ° � � � INFORMATION PAGE MIN AIR SPACE TO EXTEND 12d=0.148"x3Y",16d=0.162"x3'/z",16d sinker=0.148"x3'/d'. � � n
<br /> 0
<br /> o LUS28 o I� � - RIM JOIST ADER PER PLAN T O 1 2"V E R T I C A L L Y A B O V E ��i'
<br /> FASTENERS INTO OR IN CONTACT WITH PRESSURE TREATED OR FIRE RETARDANT , � �, HE (6) Instail H1's on all trusses/rafters,A35's at 24'"o!c on gables& Q� �
<br /> / 1'-6" INSULATION � � (/j
<br /> TREATED WOOD SHALL BE OF HOT-DIPPED GALVANIZED STEEL,STAW LESS STEEL, - - MSTC28 OR(2)HTT4 � � � rim joist{or soiid 61kg}to top plate(sill plate at fdn)u.n.o.;When
<br /> SILICON BRONZE OR COPPER.EXCEPTION: 1/2 WCH DIAMETER OR GREATER STEEL - AT 7W0 LOCATIONS TO , SHEATHING PER specified spacing is less than 24"otc,instali A35's at roof solid �
<br /> 2X8 DECK JOISTS SW SCHEDULE blk'ing to SW top plate,and instail H1 or H2,5 on ail v � ,r '
<br /> BOLTS. CONNECT FLOOR S�LID BLOCKING �NOTE: GABLE ENOS THAT ARE DIRECTLY UP AGAWST 1
<br /> DIAPHRAGM TO DECK JOISTS 5 FT SETBACK SHALL HAVE NO GABLE VENTS trusseslrafters. LTP4,LTP5 or�S50 can be substituted for A35. � � ���
<br /> R-806.2 ATTIC VENTILATION REQUIRES t�lET FREE CROSS VENTILRTION 1i150 OF 2X6 WALL FRAMING AT 16"OC Conn.per Simpson Strong-Tie or equai. Q
<br /> ATTIC AREA.OR 1/300 IF 40-50 PERCENT IS UPPER VENTILATION.VENTED BLQCKING (7} Minimum 3x or dbl-2x stud lam'd w!(2)-16d @ 6"o/c at � "�
<br /> AND GABLE END VENTWG IS NOT ALLOWED WHEN THE EXTERIOR WALL IS 5 FT OR ROOF OVERHRNG INTRUDING INTQ TYPICAL ROOF TO WALL abutting panei edges. � �
<br /> LESS FROM THE PROPERTY LINE OR WHEN THE EAVE OR OVERHANG IS LESS THAN D4 DECK CONN ECTION TO WALL D� 4X4 DECK RAILING PC)ST SUPPORT D2 D1 AND H EADER SECTIQN ts� Anchor bolts shaii be embedded at least 7��into concrete;
<br /> 5 FT FROM THE PROPERTY LINE.WHEN�PPLICABLE SEE D2 GJ FT PROPERTY LINE SETBACK there shall be a minimum of two bolts per piece with one bolt �
<br /> � located not more than 12"or less than seven boit 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.a.
<br /> A t ' P
<br /> ACCESSIBLE AREA.30"MIN HEADROOM, INSULATE AND WEATHERSTRIP �
<br /> ROOF TO WALL 1'-6" 1 HOUR FIRE PROTECTION T�ate: 3l712020 �
<br /> R-310 EGRESS OPENINGS SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 44" 8D NAILS AT 6"OC PERIMETER FLASHING � PROVIDED BY 5/$"GWB AT BATT INSULATION PER BATT INSULATION PER SHEARWALL SCHEDULE
<br /> ABOVE THE FLOOR WITH A MIN OF5.7 SQIJARE FEET,A MIN WIDTH OF 20"AND A MIN NAILWG TO LEDGER ALL SIDES ENERGY INFORMATION PAGE ENERGY WFORMATION PAGE Job#: 1166
<br /> � � � � � SH�EATHING-APPLY TO SH�ATHING EDGE NAILS*(5) ROOF TO TOP PLATE, �
<br /> HEIGHT OF 24", � PARALLEL OR � Maiuc sasE Pr.aTE stLL PLaTE aNCtloxs��i
<br /> 2x HF STUDS @ 16"olc ALL EDGES BLOCKED FLOOR TO TOP PLATE
<br /> TIGHT FIT SOLID I ' PERPENDICULAR NAILING TO SOLID BLOCKiNG. *(z) NalLs*(5) 3"x 3°x i/4°wasHrxs*(s)
<br /> 18"MAXIMUM ENCROACHMENT INTO U.N.Q.BELOW*(9) {do not penetrate past flush) &SILL PLATE*(6) �
<br /> R-314.3 INTERCONNECTED SMOKE ALARMS SHALL BE INSTALLED IN EACH SLEEPING BLOCKING � �/ ROOF FRAMING SPACING PER PERIMETER
<br /> 5'SETBACK.THIS WIDTH INCLUDES H1 @ or 24 "o!c
<br /> ROOM, IN THE IMMEDIATE VICINITY OUTSIDE EACH SLEEPING AREA AND ON EACH Ii - r- - NAILING OF FLOOR DIAPHRAGM BASEPLATE NAILWG SW-1 7/16"OSB 8d @ 6"o/c(12"o!c field) 16d @ 12"o.%c 5!8"�x1Q"AB's�c%� 60"o/c �
<br /> TRIM,FINISHES, EAVES AND A35 c�24 "o/c
<br /> STORY. '��� ,; PER SW SCHEDULE
<br /> BASEPLATE NAILWG � OVERHANGS. 1 HOUR MINIMUM FIRE � � � sw-2 7116"osB 8d�4"o/c(12"o1c field) 1sd @ 6"o/c A35 @ 16"o/c s/8"�)xto"AB's @ 42"o/c
<br /> PER SW SCHEDULE \ k \`� RES(STIVE CONSTRUCTION. � �
<br /> SMQKE DETECTORS SHALL BE INSTALLED NOT LESS THAN 3 FT HORIZONTALLY ; � 3J4"FLOOR PLYWOOD 8d @ 2"o/c staggered W
<br /> FRQM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS A TUB OR I � A � � �RIM JOIST 3/4"FLOOR PLYWOOD Rsw 7/16"oSB*(7} (12"olc fleta) sEE DETAIL i �
<br /> SHOWER.R314 2X LEDGER,BLOCK, �
<br /> SHEARWALL PER RAFTER OR TRUSS WITH RIM JOIST
<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 COOKWG APPLIANCE. , _____ _:—� k
<br /> FLOOR JOIST �� PERIMETER NAILING / � W
<br /> IONIZATION SMOKE ALARMS WITH AN ALARM-SI�ENCING SWITCH SHALL NOT BE PER SW SCHEDULE WALL FRAMING
<br /> INSTALLED LESS THAN 10 FT NORIZONTp:LLY FROM A PERMl�NENTLY iNSTALLED -- --- - - ' BATT INSULATION PER BASEPLATE NAILING FLOOR TO TOP FLOOR TO TOP �
<br /> COOKING APPLIANCE ENERGY INFORMATION PAGE PER SW SCHEDULE PLATE CONNECTION PLATE GONNECTION J �
<br /> I PER SW SCHEDULE PER SW SCHEDU�E �
<br /> PHOTO ELECTRIC SMOKE ALARMS:SHALL NOT BE INSTALLED LESS THAN 6 FT TYPICAL PARALLEL OR
<br /> HOR(ZONTALLY FROM A PERMANENTLY INSTALLED COOKING APPIIANCE. PERPENDICULAR LOWER �$�� CANTILEVER INTRUDING INTO wA��F�Mi"� TYPICAL UPPER FLOOR ST�T� ' � O
<br /> IDE LARMSSHALLBEINSTAl.LEDOUTSIDEEACHSLEEP(NG 4 '/C3 PE TY LWE ETBA K CZ CANTILEVER UPPER FLOOR C� ����������������`� ' W
<br /> R315.1 CARBON MONOX a � ROOF TO WALL CONNECTION � 5 FT PRO R S C O O JOIST SECTION S
<br /> P'O BJX �:52 L.YNNbV�C�D. '�'A �?BIL:F; �.
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<br /> AREA IN THE IMMEDIATE VICINITY OF THE E .
<br /> R-308.4 SAFETY GLAZING IS REQUIRED AT ENCLOSURES FOR TUBS AND SHOWERS
<br /> AND WHEN PLACED WITHW 24"ARC OF EITHER VERTICAL EDGE OF DOOR AND 12°MIN REQUIRED 3/4"SUBFLOOR NAILED WITH 8D AT 6" BASEPLATE NAILING General Stxuctural Nates-Unles5 Noted Otherwise
<br /> GLAZING IS LESS THAN 60"ABOVE FLOOR. BETWEEN BEAM AND OC AT EDGES AND 12"OC AT FIELD PER SW SCHEDULE NAlLING TO SOLID BLOCKING. BASEPLATE NAILWG
<br /> SPACING PER PERIMETER WALL FRAMING PER SW SCHEDULE
<br /> GROUND. 18"MIN GENERAL A�L CONSTRUGTION SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE(1BC},2015 EDITION,OR
<br /> M-1503 RANGE HOOD SHALL DISCHARGE TO THE OUTDOORS THROUGH A SING�E REQUIRED BETWEEN BATT INSULATION \ NAILING OF FLOOR DIAPHRAGM WALL FRAMING OTHER GOVERNING CODE,AS REQUfRED BY LOCA�JURiSDICTiON.
<br /> WALL DUCT THE DUCT SERVING THENOOD SHALL HAVE A SMOOTH INTERIOR JOISTS AND GROUND. PER ENERGY BATT INSULATION
<br /> SURFACE, SHALL BE AIR TIGHT AND SHALL BE EQUIPPED WITH A Bf�CKDRAFT � 3/4"FLOOR PLYWOOD � ' � 3/4"FLOOR PLYWOOD DESIGN LOADS SEE ENGINEERING PACKET FOR DESIGN LOADS.
<br /> SOLID BtOCKWG OVER BEAM INFORMATION PAGE PER ENERGY
<br /> DAMPER. � 4"CONCRETE SLAB FLOOR WFORMATION PAGE INSPECTi4NS Nd SPECIAI INSPEGTIONS ARE REQUIRED. NOTIFY BUILDING DEPARTMENT FOR INSPECTIOf�S
<br /> FLOOR JOIST PRESSURE TREATED FLOOR JOIST REQUIRED BY LOCA�JURISDICT�Ot�.
<br /> R319.1 BUILDINGS SHALL HAVE APPROVED ADDRESS NUMBERS.MIN SIZE 4 IN WITH FLOOR JOIST I PER PLAN SILL PLATE � RIM JOIST PER PLAN
<br /> 1/2 IN STROKE AND CONTRASTING BACKGROUND AND VISIBLE FROM STREET. PER PLAN � FOUNDATIONS EXTEND FOOTING TO UNDISTURBED SOIL OF 2000 PSF BEARING CAPACITY. BOTTOM OF EXTERIOR
<br /> RIM JOIST i'o '° s o PRESSURE TREATED FOOTwG SHAL�BE�'-6"MINIMUM BELOW OUTSIDE FWISHED GRADE.
<br /> DESIGN CRITERIA PT POST OR 90LB PROVIDE A23 AND AC4 I I °� I�
<br /> FLOOR TO TOP � , ` ' SILL PLATE COMPACTED FILL SHOULD CONSIST OF PREDOMINATELY WELL-GRADED,GRANULAR SOIL,FREE OF pRGANIC
<br /> FELT AT BOTTOM OR APPROVED , ��- 11 a � FLOOR TO TOP
<br /> BATT INSULATION �� PLATE CONNECTION � ,� 'I. ,� I l i _I I i I �I I i„il I I� .,T _l�; I �°. MATERIAL AND DEBRIS. FILL SHOULD BE PLACED IN MAXIMUM 8"LOOSE LIFTS AND GOMPACTED TO A MiNIMUM OF
<br /> ROOF LIVE LOAD 25-ROOF DEAD LOAD 15 POSITIVE CONNECTION II-I I i=1I +,� .I-i I �I �-1I I II-I i._I h !1=1I � i PLATE CONNECTION 95 PERCENT OF THE MAXIMUM DENSITY AT Qp71MUM MOISTURE CONTENT DETERMfNED BY ASTM D-1557 TEST
<br /> 6 MIL BLACK PER ENERGY I I I-I I I � li�� • PER SW SCHEDULE � , IT I� i I i I I I I�--I I I� �=I I I � I�I-"•
<br /> VAPOR BARRIER CONCRETE INFORMATION PAGE I I I 1 I I I ° d��=�I� I��_I I I ��I I 'v� I I I �;_ �I I I '��-�I 1=��, ��-1 I I ��I i'�I I 3 , � PER SW SCHEDULE PROCEDURES.
<br /> FLOOR LIVE LOAD 40-FIOOR DEAD LOAD 10 I I I I 1=-1 I °i i �I I_�I I ��I �I I i I I I i-1 I G i I-I� � i-1
<br /> DECK LIVE LOAD 60-DECK DEAD LOAD 10 . � I I �=:_I I I�° � �I I I I I I_I I I_I � ; I�I._ �� �I I i I I �I i_ !I,_i I I__',I ' '
<br /> FOOTING _` ,I I I I I I I I, . ,! =1 I I I I I-1 I I �I- '� I LI -1 I' i I 1= I�I _� � � �=!I I _, I I I- °� �; CONCRETE flc=2500 PSI MINIMUM 5-1/2 SACKS OF CEMENT PER CUBIC YARd OF CONCRETE AND A MAXIMUM OF 6A
<br /> PER PLAN fl I I-1 I I i I I I�_'I I I I I i I I I I_-1 I I I I I I I=,1 i I I 'i i=-' i I I;-I I i 'I I:=1 I � � GALLONS OF WATER PER 94 LB SACK OF CEMENT. MAXIMUM SLUMP IS 4°. SEGREGATION OF MA7ERIALS TO BE
<br /> WIND SPEED BASIC/ULTIMATE 85 t 110 � i��I i �,�, -I I I I I I I I I , 1 '� ""� I II I I I I I_ ��
<br /> �� � °'�'� � � �III-111 ' ' I11 II� 11�-1 °• �� I "��' � 111=-11 I PREVENTED.
<br /> SEISMIC CAT. D - °� ' ;� -,=- =r--� I I I�-1 I I �� �_ �. �.=-° ==i�I 'I `I I' � �� ` I I � - J I� :I_I I I� � ° -
<br /> - - -- _ = I I I. � �I ��- - - - _ _ ��-1 ' -� I I 1-1 I'� �� �- - �r`=��
<br /> �!-_i ,�i-__���� i_,i_���_i�_I_I , I���_i �: i __-� ���'i_� _- �=� ' ���_ = - - _' I- ,, ,_,,,_ _ REINFORCING STEE� #5 BARS AND LARGER SNALL BE GRADE 60 DEFORMED BARS,AND#3 AND#4 BARS SHALL BE �.
<br /> i �-� ��I_-I I I-i I�,-��,1=�I � I_�=1 i! ,I��.I I I._ .__ �.�_ �1__I I I I I�-_I I�-� i� i :,;�,�-i� ��_ I_� . �I I �-=-� � �-=1 I��I I I�I I 1-_-I-�<, �-,-I I i-�
<br /> �i ' _ �I I1=1'I I I I-I I I i I I i�1= I'I�I Il � -`"�`�-��LI i-1I la' ---�==!!-_'L=_I i I� _��L ._I I i-�� GRADE 40,�N ACCORDANCE WITH ASTM A-615. LAP SPLICES 32 BAR DIAMETERS. WELDED WIRE FABRIC SHRLL
<br /> 1� � 11J�TLJ1LJ11-_�li ' � �a� i11= '� � CONFORM TO ASTM A-185 AND SHALL BE 6X6-W1A X W1.4� LAP ONE FULL MESH AT SPLICES.
<br /> CRAWL SPACE BEAM FOUNDATION AT FOUNDATION AT TlMBER FRAMWG SHALL MEET THE FOLLOWiNG MINIMUM STANDARDS:
<br /> B4 SUPPORT SECTION B3 CANTILEVER LOWER FLOOR �B2 GARAGE SLAB FLOOR g� FRAMED FLOOR JOIST BEAMS AND POSTS(4x_AND GREATER): DF-�#2
<br /> JOISTS/STUdS(2x_): HF#2/STUD
<br /> GLUE LAMINATED SEAMS{GLB} 24F-V4{24F-V8 AT CANTILEVERS)
<br /> 2x_TIMBER SHALL BE KILN DRtED. GRADES SkiALL CONFORM TO"WWPA GftADING RULES FOR WESTERN LUMBER",
<br /> THE GREATEST RISER HEIGHT WITHIN ANY CAST-IN-PLACE ANCHOR BOLT TO BE 51/2"X 10"WITH 3 X 3 MINIMUM COMPRESSIVE LATEST EDITiON. ROOF TRUSSES SHALL BE DESIGNED IN ACCORDANCE WiTH THE T.P.i.AND THE IBC, ALL
<br /> MSTC66 @ CENTERLINE CONNECTIQNS PER IBC TABLE 2304.10.1.
<br /> FLIGHT OF STAIRS SHALL NOT EXCEED THE X 1/4 PLATE WASHERS AT 48"OC OR PER SW SCHEDULE. STRENGTH OF CONCRETE
<br /> SMALLEST BY f�110RE THAN 3/8" OF RIM JST AND NO LESS THAN 4 1(2"AND NO MORE THAN 12"FROM ERCH SHALL BE NOT LESS THAN ROOF DIAPHRAGM INSTRII MINIMUM 1/2"CDX P�.YWOOD(32l16)OR 7l16"OSB SHEATHING. NAIL ALL SUPPORTED
<br /> FILL ALL HOLES w/16d END.7"MIN EMBEDMENT EXCEPT AS REQUIRED BY SW 2500 PSI EDGES AND BOUNDARIES WITH 8d AT 6°o.c,AND INTERlOR SUPPdRTS WITH 8d AT 12�°o.c.;BLOCKING NOT
<br /> MIN HEAD CLEARANCE FLOOR SCHEDULE. REG2U�RED.
<br /> HANDRAIL 34-38" / TO BE 6'-8° -� �� FRAMWG 2X TREATED PLATE FLOOR DIAPHRAGM INSTA�L MINIMUM 23/32"`T&G STURD-I-FLOOR(24oc)SHEATHING. GI�UE AND NAIL ALL
<br /> ABOVE STAIR N(�SE 8"CONCRETE FOUNDATION � SUPPORTED EDGES AND BOUNDARIES WITH 10d AT 6°O.C.;AND INTERIOR SUPPORTS WITH 10d AT 12"O.C.,
<br /> / STAIR TREAD IF STRAP OVERLAP IS REQ'D,(90)-16d HORIZONTAL:(1)#4 BAR WITHIN BLOCKING NOT REQUIRED.
<br /> / PER R-311.5.3 NAILS MIN SHALL GO THROUGH BOTH DOUBLE STUDS WALL MAX HEIGHT 96"WITH
<br /> EACH STRAP MAX UNBALANCED BACKFlLL � 12"OF TOP OF WALL R403.1.3.1
<br /> I,I 'j STRAPS.RELOCATE MSTC ABOVE @ - MISCELLANEOUS THE CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT JOB SITE. THE CONTRACTOR
<br /> 1X$RISER �y �� I FLOOR JOISTS CENTERLINE IF REQ'D. UNOE NAIL SHTG NOT T�EXCEED 48' 6'MIN - L�,,� SHALL PROVIDE TEMPORARY BRACWG AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENINGS
<br /> � ����V � HAVE BEEN INSTALLED. DO NOT 5CALE DRAWINGS. PRE-FABR�CRTED ITEMS TO BE HANDLED ANO INSTALLED PER
<br /> � I� � � � � � � �
<br /> �i -�r r i `: #�}VERTICAL @ 48"ON CENTER PER M A N U F A C T U R E R'S R E C O M M E N D A T I O N S.
<br /> 2X12 STRINGERS(3) � � � � � � � � 6"WALL MAY BE USED WITH �m i I i� I I li=I I I r . �� SECTION R403.1.3.1 MIN 14" INTO STEM
<br /> _-- �I MECHANICAL MAX HEIGHT 54" �I I- I I� �i l I I
<br /> �=-- � I I i I �i I �`-i��i � � ��, WALL AND STANDARD HOOK PER � W�ND DESIGN CRITER�A: �
<br /> � CONNECTION i'I I il=� ' I I I �I, SECTION R608.5.4.5 NOMINAL WIND SPEED -85 MPH RISK CATEGORY I(
<br /> FLOOR TO STAIRS 1 #4 REBAR REQUIRED AT I�;��� ' ULTIMATE WIND SPEED-110 MPH IMPORTANCE,I=1.0
<br /> MW RUN 10" -� HOLDOWN � ) i , � '_
<br /> PONY WALL CONSTRUCTION: FOOTING WITH MIN 3"FROM I '=1 WIND EXPOSURE,B Kzr=1.00
<br /> MAX RISE 7 3/4" l i I, PER PLAN - ° MIN 17 X 6 CONCR�TE
<br /> 1/2"GWB UNDER STAIRS I I ;� y I �
<br /> ____ -;,� 2x 6 M A T C H A B O V E @ 1 6"o/c B O T T O M O F F O O T I N G R 4 0 3.1 3 1 I ,=i�i . �`-= F`��'-�--..FOOTING MIN 12"BELOW SElStMIC DESIGN CRITERIA:
<br /> _ 1 BETWEEN STUDS ALL STEEL#4 AND SMALLER TO
<br /> 2X DRAFT STOP SLOCKING SHEARWALL SPECIFIGATIONS � ___- I II�= il ! GRADE EQUIVALENT LATERA�FORCE PROCEOURE
<br /> FROM SHEARWALL ABOVE � BE GRADE 40 �`�-�� IMPORTANGE,le=1 A Ss=1.396
<br /> 3/4"-1 1(4"NOSING 2X4 STIFFENER ALL STEEL#5 AND GREATER TO BE GRADE 60 ON BEOARING SOIO BE PLACED SITE Ct�ASS,D S,=0.53
<br /> SEISMIC DESIGN CAT.,D Sr�s=0.93
<br /> SEIS.FORCE RES.SYS,A.15. So�=0.53 . `
<br /> ' DESIGN BASE SHEAR= 10748 ibs Cs=0.13 �,�
<br /> A4 TYPfCAL STAIR SECTfON A3 PONY WALL WITH SW / HOLDOWN ,q2�) A1 TYPICAL CONCRETE FOUNDATION ( 8 OR 6 INCH ) RisKcaT�coaYu R=s.s Z
<br /> —
<br /> �
<br /> SHEAR WALL PER PLAN �
<br /> Z�-C�� MIN. TIGHT-FITSOLIDBLOCKING
<br /> W
<br /> BQUNDARY NAILWG PER STRUCTURAL NOTES �
<br /> 2x TOP PLATE ���lDl.���- ROOF SHEATHING PER �
<br /> �"7 �
<br /> STRUCTURALNOTES
<br /> . . . NAIL SHTG TO O
<br /> . . . HEADER @ 3" OC EW �
<br /> �
<br /> �' . . (2) 3x STUDS UNO �
<br /> HEADER PER PLAN -�'�`"J � � NAIL SHTG TO FULL-HEIGHT TIGHT-FIT
<br /> EXTEND OVER EACH STUD TRUSS BLOCKING PER V M
<br /> x SHEARWALL ROOF FRAMING PER PLAN MFR. OR FIELD BUILD 2X4�S SW ABOVE PER PLAN
<br /> �� ROOF SHEATHING PER g �.
<br /> � APA RATED SHTG 8d NAILS @ 2° OC 2X LEDGER{OR RF TRUSS)W/ STRUCTURAL N4TES Wl TP 39 @ AL� CORNERS Q� �
<br /> - PER SW SCHED ALL PLATES (2)�6d To EA S7UD EDGE NAILING PER SW-1
<br /> = N
<br /> C° .'. �.'. HEADERS & STUDS TRUSSES OR RRFTERS PARALLEL TO WALL . , ■ ■
<br /> ...... ........ ........ ........ ........ .......
<br /> S�SEPLATE NAILING PER N F..
<br /> � . .. .. .. . .. ... .. .... .... .
<br /> � HOLDOWN {3) 2x PLATES PRE-FABRICATED W
<br /> PER PLAN NAIL SHTG
<br /> TO EACH PLATE SHEAR WALL PER PLAN BHEAR WALL PER PLAN �
<br /> TRUSSES PER PLAN TIGNT-FIT SOLID BLOCKING Q W
<br /> � TIGHT-FIT SOLID BLOCKING TIGHT-FIT SOLID BLOCKING �BELOW 2nd FLR SW J �
<br /> _ BOUNDARY NAILiNG PER BOUNDARY NAiLiNG PER � O
<br /> STRUCTURAL NdTES STRUCTURAL NOTES
<br /> �Z� rJ/H���A.B. S�� CONC STEM WALL ROOF SHEATHING PER ROOF SHEATHING PER � �
<br /> EMBED 7" MIN (2) #4 VERT EA FACE �STRUCTURAL NOTES STRUCTURAL NOTES �n m a
<br /> .. .. .. .. .. .. .. .. .. .... . .. ..
<br /> CONC SLAB @ ... . ..., ,� c
<br /> #3 TIES 8" O.C. ....,. ........ ........ ........ ........ ....... � � �.
<br /> FLOOR FRAMING PER PLAN �- ,�
<br /> � � � , �, -�
<br /> z �'�z: �� � DATE:
<br /> TIGHT-FIT SOLID BLOCKING `� } � `°°�";�,
<br /> CONT fTG W/ I I,-=I11=I I I=IT.1--Jll� � TRuss(t�oNo)PER Puat� ABOVE 1st FLR SW ��� ��'
<br /> 2 #4 TOP 2X CONT 80LID BLOCKING '�� E. ''�'
<br /> ���- �� � 4�2zs � � 3f 11/2020
<br /> Sc BC}T n ROOF FRAMING PER PLAN W!(2)16d TO EA STUD —S�HE�AR WALL PER s`��ON L��'����
<br /> 'i8 MIN. -
<br /> zx�E�cER wi TOP-PLATE
<br /> (2)16d TO EA STUD
<br /> CONNECTiON PER ��� 3-�1� , EHD �OB:
<br /> RAFTERS PERPENDICULAR TO WALL TRUSSES PERPENDICULAR TO WALL SHEAR WALL SW SCHEDULE
<br /> -- — =,—�- BELOW PER PLAN 23HH
<br /> SHEET:
<br /> 1 R�iSED SHEAR WALL 2 SHEAR TRANSFER 3 ROOF TRUSS PERPENDICULAR 4 OFFSET SHEAR WALLS ���� �� �������
<br /> X (RSW) NTs X SW TO SW THRU LOW ROOF NTs X TO SHEAR WALL Nrs X N-rs ������������ ��� ������� �
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