|
GENERAL DETAILS IF APPLICABLE
<br /> W. Date: 2/12/2019 W
<br /> GENERAL NOTES HOLDOWN SCHEDULE
<br /> jj ! ( •E� 1iIC Job#: 1027 ♦V♦
<br /> ROOFING MATERIAL TO BE SHEARWALL&HOLDOWN NOTES(U.N.O.): HOLDOWN/ FASTENERS TO FOUNDATION
<br /> 2X8 PT LEDGER AT WALL WITH 1/2 X 4" COMPOSITION OVER 30LB FELT MARK * COMMENTS
<br /> ALL CONSTRUCTION SHALL COMPLY WITH THE 2015 INTERNATIONAL RESIDENTIAL MID ROOF"UNDER SHINGLE"VENTING TO (1) Simpson or equal. Locate at end of shearwall u.n.o. Install STRAP*(1) (2)-STUDS MIN U.N.O. ANCHOR (1)(4)
<br /> STAGGERED LAG BOLTS AT 18"OC INTO RIM 7/16"OSB ROOF
<br /> CODE,2015 INTERNATIONAL BUILDING CODE,AND THE 2015 WASHINGTON STATE 4X4 SUPPORT POST PROVIDE LOWER ATTIC VENTILATION. per manufacturer recommendations for foundation minimum end (24)- 16d sinkers to each 0 E
<br /> Lit
<br /> ENERGY CODE. JOIST. LAG BOLTS SHALL BE 2"FROM TOP OR SHEATHING.8D AT 6" T-1 MSTC52 N/A walt-to-wanconneetionu.n.o.
<br /> RIM JOIST distance and embedment,deepen foundation as required. connected element
<br /> BOTTOM AND 2"TO 5"FROM ENDS OF LEDGER \ OC AT EDGES AND
<br /> \ (2) Construct cripple wall same as shearwall(SW)above,and 10d NAILS-(12)FACE(4) 0 ♦w
<br /> R-408.2 (WAC 51-51)UNDERFLOOR VENTILATIONSOLID TIGHT FITTING REQUIRES 1 SQ FT OF NET FREE / 12"OC AT FIELD
<br /> T-2 MSTC48B3 NA TO BEAM BELOW 0v,
<br /> SIDING BLOCKING(NO VENTS) gable-end same as shearwall(SW)below. BTM(38)FRMG
<br /> CROSS VENTILATION FOR EACH 300 SQ FT OF UNDERFLOOR AREA COVERED. +v
<br /> 1 'N. H1 ROOF TO TOP (3) Requires 3x or(2)2x foundation sill plate t/)
<br /> METAL FLASHING PLATE CONNECTION \ (4) Threaded rod and coupler as required. T-3 STHD14/14RJ (38)430)- 16d N/A Q
<br /> R-408.4 UNDERFLOOR ACCESS:MINIMUM 18"X 24"CLEAR ACCESS THROUGH II' ■ DTT2 CONNECTOR ', . 111111 AT EACH TRUSS ''" 1 " (5) Common nails,UNO:8d=0.13111x2'/2", 10d=0.14811x3", CO Q
<br /> FLOOR, MIN 16"X 24"THROUGH EXT WALL. 1i� ;J, W `\�. �1/111��f
<br /> =� ►� - 12d=0.148"x3'/4', 16d=0.162"x3Yz", 16d sinker=0.148"x3'/d'. CO
<br /> T 1 (JL VENTED 2X Q.
<br /> R-317.1 WOOD FLOOR JOIST CLOSER THAN 18"AND WOOD GIRDERS CLOSER THAN ,o° ° °o, °, '3 ° ,o° ° °o, -ai,
<br /> ""�r , r _____.0.40 . i4,O /Nr,1 (6) Install His on all trusses/rafters,A35's at 24"o/c on gables& Q)-0
<br /> 1 INSULATION PER ENERGY BLOCKING 1 Oft
<br /> 12"FROM THE EXPOSED GROUND MUST BE PRESSURE TREATED. ° ° ° o°. ° ° ° ° \° ° INSULATION BAFFLE WITH 1" rim joist(or solid blkg)to top plate(sill plate at fdn)u.n.o.;When ♦A
<br /> ° ,h! iti,,,,rm,,,,Ipt,01211%,,,
<br /> = INFORMATION PAGE �� �+,
<br /> rim.
<br /> / .-- A ►--. MIN AIR SPACE TO EXTEND specified spacing is less than 24"o/c, install A35's at roof solid Eno
<br /> FASTENERS INTO OR IN CONTACT WITH PRESSURE TREATED OR FIRE RETARDANT LUS28 RIM JOIST / HEADER PER PLAN TO 12"VERTICALLY ABOVE bik'ing to SW top plate,and install H1 or H2.5 on all
<br /> TREATED WOOD SHALL BE OF HOT DIPPED GALVANIZED STEEL,STAINLESS STEEL, 1'6" '" trusses/rafters. LTP4,LTP5 or LS50 can be substituted for A35.
<br /> ( ATTWO OR(2)HTT4 SHEATHING PER INSULATION Conn.per Simpson Strong Tie or equal.
<br /> SILICON BRONZE OR COPPER. EXCEPTION: 1/2 INCH DIAMETER OR GREATER STEEL TWO LOCATIONS TO 2X8 DECK JOISTS SW SCHEDULE 0
<br /> BOLTS. CONNECT FLOOR SOLID BLOCKING
<br /> DIAPHRAGM TO DECK JOISTS NOTE: GABLE ENDS THAT ARE DIRECTLY UP AGAINST (7) Minimum 3x or dbl-2x stud lama w/(2)-16d @ 6"o/c at
<br /> R-806.2 ATTIC VENTILATION REQUIRES NET FREE CROSS VENTILATION 1/150 OF 5 FT SETBACK SHALL HAVE NO GABLE VENTS 2X6 WALL FRAMING AT 16"OC abutting panel edges.
<br /> •
<br /> ATTIC AREA.OR 1/300 IF 40-50 PERCENT IS UPPER VENTILATION.VENTED BLOCKING (8) Anchor bolts shall be embedded at least 7"into concrete;
<br /> AND GABLE END VENTING IS NOT ALLOWED WHEN THE EXTERIOR WALL IS 5 FT OR ROOF OVERHANG INTRUDING INTOTYPICAL ROOF TO WALL there shall be a minimum of two bolts per piece with one boltCO
<br /> located not more than 12"or less than seven bolt diameters from
<br /> 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 D1 AND HEADER SECTION each end of the piece. 2x min PT,u.n.o.
<br /> 5 FT FROM THE PROPERTY LINE.WHEN APPLICABLE SEE D2 5 FT PROPERTY LINE SETBACK
<br /> (9) All sheathing must be APA rated.
<br /> R-807 ATTIC ACCESS REQUIRES 22"X 30"MIN CLEAR OPENING IN A READILY
<br /> ACCESSIBLE AREA.30"MIN HEADROOM, INSULATE AND WEATHERSTRIPDate: 2/12/2019
<br /> SHEARWALL SCHEDULE
<br /> ROOF TO WALL 4--1' 6" 1 HOUR FIRE PROTECTION Job#: 10270
<br /> R-310 EGRESS OPENINGS SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 44" 8D NAILS AT 6"OC PERIMETER FLASHING fj PROVIDED BY 5/8"GWB AT BATT INSULATION PER BATT INSULATION PER SHEATHING-APPLY TO SHEATHING EDGE NAILS*(5) ROOF TO TOP PLATE,
<br /> NAILING TO LEDGER ALL SIDES ENERGY INFORMATION PAGE MARK BASE PLATE SILL PLATE ANCHORS w/
<br /> ABOVE THE FLOOR WITH A MIN OF 5.7 SQUARE FEET,A MIN WIDTH OF 20"AND A MIN ENERGY INFORMATION PAGE 2x HF STUDS @ 16"o/c ALL EDGES BLOCKED FLOOR TO TOP PLATE MINI
<br /> N *(2) NAILS*(5) 3"x 3"x 1/4"WASHERS*(8)
<br /> HEIGHT OF 24". \ PARALLEL OR U.N.O.BELOW*(9)O (do not penetrate past flush) &SILL PLATE*(6)
<br /> TIGHT FIT SOLID NL PERPENDICULAR II L 18"MAXIMUM ENCROACHMENT INTO NAILING TO SOLID BLOCKING. 0
<br /> SW-1 7/16"OSB 8d @ 6"ole(12' o/c field) 16d @ 12 "o/c A35 @ 24 "ole 5/8"0x10"AB's @ 60 "ole
<br /> R-314.3 INTERCONNECTED SMOKE ALARMSROOFF SHALL BE INSTALLED IN EACH SLEEPING BLOCKING ROOF FRAMING SPACING PER PERIMETER
<br /> ROOM, IN THE IMMEDIATE VICINITY OUTSIDE EACH SLEEPING AREA AND ON EACH ip 5'SETBACK.THIS WIDTH INCLUDES
<br /> F- - NAILING OF FLOOR DIAPHRAGM BASEPLATE NAILING
<br /> STORY. � '-'-
<br /> f---- TRIM, FINISHES, EAVES ANDUIIII
<br /> ►~"� PER SW SCHEDULE SW-2 7/16"OSB 8d @ 4"o/c(12"o/c field) 16d @ 8 ' o/c A35 @ 16 "o/c 5/8"0x10"AB's @ 48 "o/c
<br /> BASEPLATE NAILING ,�`���� I OVERHANGS. 1 HOUR MINIMUM FIRE �: ...
<br /> SMOKE DETECTORS SHALL BE INSTALLED NOT LESS THAN 3 FT HORIZONTALLY PER SW SCHEDULE RESISTIVE CONSTRUCTION. �.'�.. 8d @ 2"o/c staggered
<br /> CI II .°.� SW-3 7/16"OSB*(7) 16d @ 4 "o/c A35 @ 8 "o/c 5/8"0x10"AB's @ 12 "o/c
<br /> ' � RIM JOIST 3/4"FLOOR PLYWOOD (12"o/c field)
<br /> FROM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS A TUB OR �- I' 3/4"FLOOR PLYWOOD ."r
<br /> SHOWER. R314 I
<br /> 2X LEDGER,BLOCK, !� • RSW 7/16"OSB*(7) 8d @ 2"o/c staggered SEE DETAIL I
<br /> SHEARWALL PER RAFTER OR TRUSS WITH �� i�� 1�� (12"o/e field)
<br /> IONIZATION SMOKE ALARMS;SHALL NOT BE INSTALLED LESS THAN 20 FT SCHEDULE \I (2) 16D TO EACH STUD 1,1-
<br /> ������It
<br /> �I) i �it�� �� FLOOR PER PLAN RIM JOIST �� PER PLAN
<br /> UNII
<br /> HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING APPLIANCE. - � �1ll1���� FLOOR
<br /> IONIZATION SMOKE ALARMS WITH AN ALARM-SILENCING SWITCH SHALL NOT BE FLOOR JOIST +I� N PERIMETER NAILING �- J
<br /> INSTALLED LESS THAN 10 FT HORIZONTALLY FROM A PERMANENTLY INSTALLED PER SW SCHEDULE BATT INSUATION PER BASEPLATE NAILING FLOOR TO TOP WALL FRAMING FLOOR TO TOP Q
<br /> 2
<br /> COOKING APPLIANCE. ENERGY INFORMATION PAGE PER SW SCHEDULE I PLATE CONNECTION PATE CONNECTION O
<br /> / PER SW SCHEDULE PER SW SCHEDULE
<br /> PHOTO ELECTRIC SMOKE ALARMS:SHALL NOT BE INSTALLED LESS THAN 6 FT TYPICAL PARALLEL OR S'T'ATE CC
<br /> HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING APPLIANCE. PERPENDICULAR LOWER 18° CANTILEVER INTRUDING INTO WALL FRAMING 1 I ��en c i nem.ri n g G
<br /> TYPICAL UPPER FLOOR 1 W
<br /> R315.1 CARBON MONOXIDE ALARMS SHALL BE INSTALLED OUTSIDE EACH SLEEPING C4 C3 Po BOX 952 r t tr['v+tOOG. :• A t)80L,b
<br /> AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. ROOF TO WALL CONNECTION O 5 FT PROPERTY LINE SETBACK C2 CANTILEVER UPPER FLOOR �C1 JOIST SECTION ' T. (206)2V)-47I5
<br /> if-4715 �_ UM' 8!)4-6261
<br /> R-308.4 SAFETY GLAZING IS REQUIRED AT ENCLOSURES FOR TUBS AND SHOWERS General Structural Notes- Unless Noted Otherwise
<br /> AND WHEN PLACED WITHIN 24"ARC OF EITHER VERTICAL 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
<br /> GROUND. 18"MIN SPACING PER PERIMETER WALL FRAMING PER SW SCHEDULE GENERAL ALL CONSTRUCTION SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE(IBC),2015 EDITION,OR
<br /> M-1503 RANGE HOOD SHALL DISCHARGE TO THE OUTDOORS THROUGH A SINGLE REQUIRED BETWEENNAILING OF FLOOR DIAPHRAGM \ WALL FRAMING OTHER GOVERNING CODE,AS REQUIRED BY LOCAL JURISDICTION.
<br /> WALL DUCT THE DUCT SERVING THE HOOD SHALL HAVE A SMOOTH INTERIOR BATT INSULATION
<br /> JOISTS AND GROUND. PER ENERGY BATT INSULATION - DESIGN LOADS SEE ENGINEERING PACKET FOR DESIGN LOADS.
<br /> SURFACE, SHALL BE AIR TIGHT AND SHALL BE EQUIPPED WITH A BACKDRAFT 3/4"FLOOR PLYWOOD 3/4"FLOOR PLYWOOD
<br /> INFORMATION PAGE !,�
<br /> DAMPER. SOLID BLOCKING OVER BEAM '�� I 4"CONCRETE SLAB FLOOR INFORMATION PAGE \
<br /> II ' III FLOOR JOIST PRESSURE TREATED
<br /> Tall INSPECTIONS NO SPECIAL INSPECTIONS ARE REQUIRED. NOTIFY BUILDING DEPARTMENT FOR INSPECTIONS
<br /> R319.1 BUILDINGS SHALL HAVE APPROVED ADDRESS NUMBERS.MIN SIZE 4 IN WITH FLOOR JOIST ^I 1 ^( `/Y" ' �il`��titl��t PER PAN SILL PATE RIM JOIST FLOOR PER PANIST REQUIRED BY LOCAL JURISDICTION.
<br /> 1/2 IN STROKE AND CONTRASTING BACKGROUND AND VISIBLE FROM STREET. PER PLAN
<br /> v ►- w ' FOUNDATIONS EXTEND FOOTING TO UNDISTURBED SOIL OF 2000 PSF BEARING CAPACITY. BOTTOM OF EXTERIOR
<br /> RIM JOIST • r • ,
<br /> DESIGN CRITERIA PT POST OR 90LB PROVIDE A23 AND AC4 h° '• l° ' �W PRESSURE TREATED I°, FOOTING SHALL BE 1'-6"MINIMUM BELOW OUTSIDE FINISHED GRADE.
<br /> FLOOR TO TOP :WNW SILL PLATE \
<br /> FELT AT BOTTOM OR APPROVED 1IF11I=1TI=�'\ FLOOR TO TOP COMPACTED FILL SHOULD CONSIST OF PREDOMINATELY WELL-GRADED,GRANULAR SOIL, FREE OF ORGANIC
<br /> ROOF LIVE LOAD 25 ROOF DEAD LOAD 15 BATT INSULATION -m�T-- PLATE CONNECTION ,,,-rr�rrl •III=I II=III I I!-III, IT
<br /> [-e--____POSITIVE CONNECTION11=1_li=11 • /ii=111-111-II1=11 e 111-111-I II=111=11 =III-III-T-11 '} . PLATE CONNECTION MATERIAL AND DEBRIS. FILL SHOULD BE PLACED IN MAXIMUM 8"LOOSE LIFTS AND COMPACTED TO A MINIMUM OF
<br /> FLOOR LIVE LOAD 40-FLOOR DEAD LOAD 10 6 MIL BLACK PER ENERGY 111-111= PER SW SCHEDULE �1=111III-III-III- - ° 111-111111=I II-III -III-IIII II-III 95 PERCENT OF THE MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT DETERMINED BY ASTM D 1557 TEST
<br /> \I I1=11 111=111=111=111-11 • 111=111=111-111-111 III-I I1=1111II_II ' PER SW SCHEDULE
<br /> DECK LIVE LOAD 60-DECK DEAD LOAD 10 VAPOR BARRIER / CONCRETE INFORMATION PAGE -111 III- • ,11-III=111=III=111- " ° 111-111-111=111=11\ II-III-III-x=111= • PROCEDURES.
<br /> \ FOOTING -111-1111111111111111 1111111111111111111111111 °'IIIIIIIIIIIIIIi11111111I11111�1 IIII111111TI11111111111=
<br /> WIND SPEED BASIC/ULTIMATE 85/110 PER PAN III 111=III=III 11 111=111-111=111-11 1 ., 111=-111-1117_=_111=11i, II7 III-III 111-11 CONCRETE fc=2500 PSI MINIMUM 5-1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A MAXIMUM OF 6.0
<br /> III-1111 111 . . =111_=111--7_111,- -11=111=111-E-111=' AI-2117=-11r
<br /> SEISMIC CAT. D 111_111-111-I ' •. II III-III 1. III ITI III I' III III-111_1 , to GALLONS OF WATER PER 94 LB SACK OF CEMENT. MAXIMUM SLUMP IS 4". SEGREGATION OF MATERIALS TO BE
<br /> I\ III= =T1 11 I III- 11=111 11 I-1 I" 11=1 1111 11 •
<br /> 111-III=11' ���_,, ��� '1,, ���=111 111 IIt=TIIN �\-111_1 - -iii-ni-ni_ III-III-I 111-1Ii iI! ',. -111E111=1,__ rr-m-iii PREVENTED.
<br /> 11=111_111=1II 111111=111111-IT_I=ITI-111=111111-I _III-T=111=111-1111111 1-11 iLl11-I E-111=111-111111=111-111 1 -71E----17.41r- 111111-#111-:A- IIII1=III-�
<br /> -1 I-1 11 11= 1=1 11-I 11 1 1= -1 1=1 11=1 11=1 11=1 11 1 "'=1i-1 to L I1�11__I 1 b i-11 1-119
<br /> 11=111=11-111-ITI-If(117-1T(-111 111-II T11-II-IREINFORCING STEEL #5 BARS AND LARGER SHALL BE GRADE 60 DEFORMED BARS,AND#3 AND#4 BARS SHALL BE
<br /> GRADE 40, IN ACCORDANCE WITH ASTM A-615. LAP SPLICES 32 BAR DIAMETERS. WELDED WIRE FABRIC SHALL
<br /> CRAWL SPACE BEAM FOUNDATION AT FOUNDATION AT CONFORM TO ASTM A-185 AND SHALL BE 6X6-W1.4 X W1.4. LAP ONE FULL MESH AT SPLICES.
<br /> 0 SUPPORT SECTION B3 CANTILEVER LOWER FLOOR B2 GARAGE SLAB FLOOR 61 FRAMED FLOOR JOIST TIMBER FRAMING SHALL MEET THE FOLLOWING MINIMUM STANDARDS:
<br /> BEAMS AND POSTS(4x_AND GREATER): DF-L#2
<br /> JOISTS/STUDS(2x_): HF#2/STUD
<br /> THE GREATEST RISER HEIGHT WITHIN ANY MSTC66 @ CENTERLINE CAST-IN-PLACE ANCHOR BOLT TO BE 51/2"X 10"WITH 3 X 3 MINIMUM COMPRESSIVE GLUE LAMINATED BEAMS(GLB) 24F-V4(24F-V8 AT CANTILEVERS)
<br /> FLIGHT OF STAIRS SHALL NOT EXCEED THE OF RIM JST AND X 1/4 PLATE WASHERS AT 48"OC OR PER SW SCHEDULE. STRENGTH OF CONCRETE
<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 2x_TIMBER SHALL BE KILN DRIED. GRADES SHALL CONFORM TO"WWPA GRADING RULES FOR WESTERN LUMBER",
<br /> FILL ALL HOLES w/16d \ , BEARING WALL LATEST EDITION, ROOF TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE T.P.I.AND THE IBC. ALL
<br /> / ' END.7"MIN EMBEDMENT EXCEPT AS REQUIRED BY SW 2500 PSI
<br /> CONNECTIONS PER IBC TABLE 2304.10.1.
<br /> HANDRAIL 34-38" MIN HEAD CLEARANCE \ (I FLOOR SCHEDULE.
<br /> TO BE 6'-8" c FRAMING MECHANICAL ROOF DIAPHRAGM INSTALL MINIMUM 1/2"CDX PLYWOOD(32/16)OR 7/16"OSB SHEATHING. NAIL ALL SUPPORTED
<br /> ABOVE STAIR NOSE ' FASTENER 2x TREATED PLATE
<br /> 7 ►-� 8"CONCRETE FOUNDATION EDGES AND BOUNDARIES WITH 8d AT 6"O.C,AND INTERIOR SUPPORTS WITH 8d AT 12"O.C.;BLOCKING NOT
<br /> STAIR TREAD IF STRAP OVERLAP IS REQ'D,(10)-16d ►-� (2)#4 HORIZONTAL
<br /> HORIZONTAL:(1)#4 BAR WITHIN REQUIRED.
<br /> PER R-311.5.3 NAILS MIN SHALL GO THROUGH BOTH DOUBLE STUDS REINFORCING ROD WALL MAX HEIGHT 96"WITH _
<br /> @ EACH STRAP MAX UNBALANCED BACKFILL ..--- 112"OF TOP OF WALL R403.1.3.1
<br /> STRAPS. RELOCATE MSTC ABOVE CONCRETE SLABFLOOR DIAPHRAGM INSTALL MINIMUM 23/32"T&G STURD-I-FLOOR(24oc)SHEATHING. GLUE AND NAIL ALL
<br /> 1X8 RISER \ 1K FLOOR JOISTS CENTERLINE IF REQ'D. 1 EDGE NAIL SHTG r'� NOT TO EXCEED 48" 6"MIN ,' SUPPORTED EDGES AND BOUNDARIES WITH 10d AT 6"O.C.;AND INTERIOR SUPPORTS WITH 10d AT 12"O.C.,
<br /> 1 UNO 1 • BLOCKING NOT REQUIRED.
<br /> 2X12 STRINGERS(3) �, - - #4 VERTICAL @ 48' ON CENTER PER
<br /> _ , 6"WALL MAYBE USED WITH F I) HIEIII
<br /> \ MECHANICAL ili G1-if\i VAPOR BARRIER MAX HEIGHT 54" 111!=III=111=111= SECTION R403.1.3.1 MIN 14" INTO STEM MISCELLANEOUS THE CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT JOB SITE. THE CONTRACTOR
<br /> I l i=1 -1 I I1 t_I I I_I I I. 11 11=1 1=1 I I
<br /> CONNECTION i=III=III III-I 1- ,Iii=III-111= WALL AND STANDARD HOOK PER SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENINGS
<br /> 4" GRAVEL -.17--Iii- III I 1=1
<br /> FLOOR TO STAIRS :I ° SECTION R608.5.4.5 HAVE BEEN INSTALLED. DO NOT SCALE DRAWINGS. PRE-FABRICATED ITEMS TO BE HANDLED AND INSTALLED PER
<br /> MIN RUN 10" HOLDOWN (1)#4 REBAR REQUIRED AT X111=111=1_11-1It
<br /> MAX RISE 7 3/4" PONY WALL CONSTRUCTION: 18 X 8 CONTINUOUS THICKENED FOOTING WITH MIN 3"FROM 111=t1I=.;:!li I! MANUFACTURER'S RECOMMENDATIONS.
<br /> 1/2"GWB UNDER STAIRS PER PLAN II111-111-11 • MIN 17 X 6 CONCRETE
<br /> 2x6 MATCH ABOVE @ 16"o/c SLAB UNDER BEARING WALL BOTTOM OF FOOTING R403.1.3.1 =111=111=111= �"�-FOOTING MIN 12"BELOW WIND DESIGN CRITERIA
<br /> I 2X DRAFT STOP BLOCKING SHEARWALL SPECIFICATIONS �� . 111- 111E11, =\_',__J,_ _- NOMINAL WIND SPEED -85 MPH RISK CATEGORY II
<br /> \ 111-111-111 III=III=III-11111 GRADE ULTIMATE WIND SPEED-110 MPH IMPORTANCE, I= 1.0
<br /> BETWEEN STUDS FROM SHEARWALL ABOVE II° ALL STEEL#4 AND SMALLER TO BE GRADE 40 11=III-1 1
<br /> rl' ALL STEEL#5 AND GREATER TO BE GRADE 60 ALL FOOTINGS TO BE PLACED WIND EXPOSURE,B Ku= 1.00 UPSTATE ENGINEERING
<br /> 3/4"-1 1/4"NOSING 2X4 STIFFENER �_
<br /> � ON BEARING SOIL
<br /> SEISMIC DESIGN CRITERIA: PO BOX 952
<br /> A4 TYPICAL STAIR SECTION A3 PONY WALL WITH SW / HOEDOWN O CONCRETE THICKENED SLAB FOOTING Al TYPICAL CONCRETE FOUNDATION / 8 OR 6 INCH EQUIVALENT LATERAL FORCE PROCEDURE LYIVIvwooD98046
<br /> l IMPORTANCE, le=1.0 Ss= 1.25 206 280-47171 5
<br /> SITE CLASS, D Si =0.40
<br /> SEISMIC DESIGN CAT., D SDs=0.83 STRUCTURAL REVIEW
<br /> SEIS.FORCE RES. SYS,A.15. Sm=0.43 THIS DRAWING HAS BEEN 0
<br /> DESIGN BASE SHEAR= 6638 lbs Cs=0.13 REVIEWED FOR STRUCTURAL J
<br /> BOUNDARY NAILING SHEAR WALL PER PLAN RISK CATEGORY II R=6.5 REQUIAONLY PER THE
<br /> TTACHEDLE ENTS TER /CA CU ATIONS J
<br /> 2'-0" MIN. PER PLAN TIGHT-FIT SOLID BLOCKING PROVIDED BY THIS OFFICE. W
<br /> 111
<br /> BOUNDARY NAILING PER STRUCTURAL NOTES REVIEWED BY: &m� >
<br /> 2x TOP PLATE h WIDTH ROOF SHEATHING PER
<br /> ���o�m RF SHEATHING j STRUCTURAL NOTES DATE: 2'1 '19 JOB# 102 Q
<br /> NAIL SHTG TO PER PLAN C%Iii --
<br /> HEADER @ 3" OC EW ___ ___ ____ ICI 11 0
<br /> f ®IlibrioI (2) 3x STUDS UNO ,/ 1r '• i Q '
<br /> r
<br /> HEADER PER PLAN NAIL SHTG TO ,� `I �/ r N.
<br /> EXTEND OVER EACH STUD MANUFACTURED TRUSS ' NAILING TO JOIST/
<br /> BLOCKING.SPACING 0 r
<br /> Q SHEARWALL PER PLAN ROOF FRAMING PER PLAN PER PERIMETER
<br /> 2 APA RATED SHTG - 7-.7
<br /> 8d NAILS @ 2" OC j
<br /> PER SW SCHED ALL PLATES NAIL SHEATHING TO (2)16dTOEAI 2X LEDGER STUDTRUSS)W/ V
<br /> O �-.• BLOCKS PER SW NAILING G FLOOR
<br /> SHEAR WALL ABOVE DIAPHRAGM
<br /> HEADERS & STUDS TRUSSES OR RAFTERS PARALLEL TO WALL PER PLAN W
<br /> f SCHEDULE EDGE NAILING w
<br /> O HOLDOWN ' '.'. (3)2x PLATESI II II /
<br /> J
<br /> PER PLAN ' '.'. NAIL SHTG
<br /> _ TO EACH PLATE A35 PER SW SCHED �_ SW PER PLAN SHEAR WALL PER PLAN SHEAR WALL PER PLAN BASEPLATE NAILING 0
<br /> PER SW SCHED TO 3/4"FLOOR
<br /> CI
<br /> -. • 16d PER SW SCHED TOP PLATE CONNI EDGE NAILING PER TIGHT-FIT SOLID BLOCKING TIGHT-FIT SOLID BLOCKING Ce
<br /> SW SCHEDULE BOUNDARY NAILING PER BOUNDARY NAILING PER JOIST/BEAM/BLOCKING n=� / i PLYWOOD CI =NI
<br /> BASE PLATE NAILING \ / I BELOW CO Q.
<br /> (2) rJ/8"0 A.B. _' 8" CONC STEM WALL 11 I STRUCTURAL NOTES I STRUCTURAL NOTES 1111 II FLOOR JOIST
<br /> TYPICAL
<br /> ji
<br /> ROOF SHEATHING PER j ROOF SHEATHING PER
<br /> EMBED 7" MIN - (2)#4 VERT EA FACE •'sem ` STRUCTURAL NOTES STRUCTURAL NOTES PER PLAN
<br /> ►� 'Iti OPENING LSTA21 W/BLOCKING __ / `� 1-,-
<br /> 16d PER SW SCHED __ Jl' //! `• DATE:
<br /> CONC SLAB �� #3 TIES @ 8" O.C. ►� = AS REQUIRED 4 TYP. `� ►� ��l -ISI '�-BASE PLATE NAILING \ ( ) I `
<br /> \\ �, FLOOR TO TOP
<br /> s�
<br /> I `` ' WALL FRAMING OR PLATE CONNECTION 2/13/2019
<br /> CONT FTG W/ i ' 2x AS REQ'D TRUSS(MONO)PER PLAN BEAM OR MUDSILL PER SW SCHEDULE
<br /> T"�-�� PER PLAN
<br /> (2)#4 TOP SHEAR WALL i4
<br /> ll (2X12 MAX) 2X CONT SOLID BLOCKING
<br /> & BOT -- 18" MIN. PER PLAN ( ROOF FRAMING PER PLAN W/(2)16d TO EA STUD EHD JOB:
<br /> ° - , 2X LEDGER W/ - ',
<br /> (2)16d TO EA STUD _
<br /> -1-..=,1 I1-III-1I i Int'' RAFTERS PERPENDICULAR TO WALL TRUSSES PERPENDICULAR TO WALL ITY � I 2227
<br /> REVIEWED F FOR f ERMI
<br /> SHEET:
<br /> RAISED SHEAR WALL 2 ROOF TRUSS PARALLEL 3 FORCE TRANSFER 4 SHEAR TRANSFER
<br /> Cep SHEAR FLOW AT OFFSET(:)1()
<br /> (RSW) NTS C.).c TO SHEAR WALL NTS X AROUND OPENINGS NTS X SW TO SW THRU LOW ROOF NTS INTERIOR SHEAR WALLS NTS 8
<br />
|