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<br /> GENERALNOTES •
<br /> ROOFING MATERIAL TO BE
<br /> ALL CONSTRUCTION SHALL COMPLY WITH THE 2015 INTERNATIONAL RESIDENTIAL 2X8 PT LEDGER AT WALL WITH 1/2 X 4" MID ROOF"UNDER SHINGLE"VENTING TO COMPOSITION OVER 30LB FELT �
<br /> CODE,2015 INTERNATIONAL BUILDING CODE,AND THE 2015 WASHINGTON STATE STAGGERED LAG BOLTS AT 18"OC INTO RIM 7/16"OSB ROOF
<br /> , 4X4 SUPPORT POST PROVIDE LOWER ATTIC VENTILATION. SHEATHING.8D AT 6" �
<br /> ENERGY CODE. JOIST. LAG BOLTS SHALL BE 2' FROM TOP OR RIM JOIST � Date: 6/12/2017
<br /> BOTI-OM AND 2"TO 5" FROM ENDS OF LEDGER � OC AT EDGES AND � li =-- HOLD�WN S�HEDULI. � �
<br /> � ,� SOLID TIGHT FITfWG \ 12"OC AT FIELD �,��`,�.�1��`���.�.� Job#: 0795 O �
<br /> R-408.2 (WAC 51-51)UNDERFLOOR VENTILATION REQUIRES 1 SQ FT OF NET FREE SIDING �� BLOCKING(NO VENTS) INSULATION SHEARWALL& HOLDOWN NOTES (U.N.O.) : HOLDOWN/ FASTENERS TO FOUNDATION V � �,1
<br /> CROSS VENTILATION FOR EACH 300 SQ FT OF UNDERFLOOR AREA COVERED. � H1 ROOF TO TOP PER ENERGY MARK COMMENTS '
<br /> � �� PLATE CONf�ECTION�� �INFORMATION (1) Simpson or equai. Locate at end of shearwall u.n.o. Install STI�1P*(1) (2)-STUDS MIN U.N.O. ANCHOR*(1)(4) Vj Q '�s�
<br /> METAL FLASHING DTT2 CONNECTOR per manufacturer recommendations for foundation minimum end � ",
<br /> R-408.4 UNDERFLOOR ACCESS: MINIMUM 18"X 24"CLEAR ACCESS THROUGH � / AT EACH TRUSS PAGE T-I STHD10/IORJ (28)- 16d N/A
<br /> FLOOR, MIN 16"X 24"THROUGH EXT WALL � L�/ �� distance and embedment, deepen foundation as required. � C� �
<br /> T / VENTED 2X �/ (2) Construct cripple wall same as shearwail (SW)above, and � �
<br /> R-317.1 WOOD FLOOR JOIST CLOSER THAN 18"AND WOOD GIRDERS CLOSER THAN , o , � , _ , � � _ , � , - INSULATION PER ENERGY T-2 ST�ID14/14RJ (38)/(30)- 16d N/A � �C$ �
<br /> 12"FROM THE EXPOSED GROUND MUST BE PRESSURE TREATED. °� o°, o I, � �°� ,��� , a° � '� BLOCKING INSULATION BAFFLE WITH 1" gable-end same as shearwall (SW)below.
<br /> INFORMATION PAGE � �
<br /> � / MIN AIR SPACE TO EXTEND (3) Requires 3x or(2)2x foundation sill plate � „��. �
<br /> FASTENERS INTO OR IN CONTACT WITH PRESSURE TREATED OR FIRE RETARDANT LUS28 �� � RIM JOIST HEADER PER PLAN T O 1 2"V E R T I C A L L Y A B O V E (4) Threaded rod and cou pler as re quired. � �
<br /> TREATED WoOD SHALL BE OF HOT-DIPPED GALVANIZED STEEL,STAINLESS STEEL, MSTC28 OR(2)HTl-4 � �----1'-6° j� INSULATION (5) Common nails, UNO: 8d=0.131"x2'/2', 10d=0.148"x3", � � •
<br /> SILICON BRONZE OR COPPER. EXCEPTION: 1/2 WCH DIAMETER OR GREATER STEEL �� AT TVVO LOCATIONS TO SHEATHWG PER 12d=0.148"x3'/a", 16d=0.162"x3'/z", 16d sinker=0.148"x3'/4'. � � �
<br /> 2X8 DECK JOISTS SW SCHEDULE
<br /> BOLTS. CONNECT FLOOR SOLID BLOCKING NOTE: GABLE ENDS THAT ARE DIRECTLY UP AGAINST (6) Install H1's on all trusses/rafters, A35's at 24"o/c on gables& � � �
<br /> DIAPHRAGM TO DECK JOISTS 5 FT SETBACK SHALL HAVE NO GABLE VENTS 2X6 WALL FRAMING AT 16"OC
<br /> R-806.2 ATTIC VENTILATION REQUIRES NET FREE CROSS VENTILATION 1/150 OF rim joist(or solid blkg)to top plate (sill plate at fdn)u.n.o.;When �
<br /> ATl-IC AREA. OR 1/300 IF 40-50 PERCENT IS UPPER VENTILATION.VENTED BLOCKING specified spacing is less than 24"o/c, install A35's at roof solid �
<br /> AND GABLE END VENTING IS NOT ALLOWED WHEN THE EXTERIOR WALL IS 5 FT OR ROOF OVERHANG INTRUDING INTO TYPICAL ROOF TO WALL blk'ing to SW top plate, and instali H1 or H2.5 on ali � �
<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 5 FT PROPERTY LINE SETBACK D� AND HEADER SECTION trusses/rafters. LTP4, LTP5 or�S50 can be substituted for A35.
<br /> 5 FT FROM THE PROPERTY LINE.WHEN APPLICABLE SEE D2 Conn. per Simpson Strong-Tie or equal.
<br /> �
<br /> R-807 ATTIC ACCESS REQUIRES 22"X 30"MIN CLEAR OPENING IN A READILY (7) Minimum 3x or dbl-2x stud lam'd w/(2)-16d @ 6"o/c at
<br /> ACCESSIBLE AREA.30" MIN HEADROOM, INSULATE AND WEATHERSTRIP abutting panel edges.
<br /> ROOF TO WALL BATT INSULATION PER (8j Anchor bolts shail be embedded at least 7"into concrete;
<br /> R-310 EGRESS OPENINGS SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 44" 8D NAILS AT 6"OC PERIMETER FLASHING BATT INSULATION PER there shall be a minimum of two bolts er iece with one bolt
<br /> ABOVE THE FLOOR WITH A MIN OF 5.7 SQUARE FEET,A MIN WIDTH OF 20"AND A MIN NAILING TO LEDGER ROOF SHEATHING ENERGY INFORMATION PAGE ENERGY INFORMATION PAGE p p
<br /> PER PLAN located not more than 12"or less than seven bolt diameters from
<br /> HEIGHT OF 24". PARALLEL OR 5/8"TYPE �
<br /> TIGHT FIT SOLID PERPENDICULAR X GWg NAILING TO SOLID BLOCKING. each end of the piece. 2x min PT, u.n.o.
<br /> R-314.3 INTERCONNECTED SMOKE ALARMS SHALL BE INSTALLED W EACH SLEEPWG BLOCKING � � ROOF FRAMING SPACING PER PERIMETER 9 Ali sheathin must be APA rated. �
<br /> ROOM, IN THE IMMEDIATE VICINITY OUTSIDE EACH SLEEPWG AREA AND ON EACH �- - - - - - -�� — CENTER TRUSS NAILING OF FLOOR DIAPHRAGM BASEPLATE NAILING �
<br /> STORY. � � '�J1 DIRECTLY OVER � TOP PLATE PER SW SCHEDULE
<br /> BASEPLATE NAILING \ 1"SPACE. � SHEARWALL SCHEDULE Date: 6/12 2017
<br /> TO ROOF Job�: 0795 �
<br /> SMOKE DETECTORS SHALL BE INSTALLED NOT LESS THAN 3 FT HORIZONTALLY PER SW SCHEDULE \ CONNECTION RIM JOIST \ 3/4" FLOOR PLYWOOD SHEATHING-APPLY TO SEfEATHING EDGE NAILS*(5) ROOF TO"I'OP PLATE,
<br /> FROM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS A TUB OR � ��- 3/4"FLOOR PLYWOOD NIARK BASE PLATE S[LL PLATE ANCHORS w/
<br /> PER SHEARWALL ` � 2s I-IF STUDS 16"o/c ALL EDUES BLOCKED FLOOR TO TOP PLATE
<br /> SHOWER. R314 2X LEDGER, BLOCK, i / ✓ � � � � �
<br /> SCHEDULE. (�) NAILS'(5) 3"x 3°x 1/4"WASHERS*(8) �
<br /> SHEARWALL PER RAFTER OR TRUSS WITH r= � RIM JOIST U.N.O.BELOW% 9
<br /> FLOOR JOIST FLOOR JOIST � ) (do not penetrate past flush) &SILL PLATE*(6)
<br /> IONIZATION SMOKE ALARMS:SHALL NOT BE INSTALLED LESS THAN 20 FT SCHEDULE (2) 16D TO EACH STUD PER PLAN \, PER PLAN HI @ or 24 "o/c
<br /> HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING APPLIANCE �` SbV-1 7/16"OSB 8d c�6"o/c(12"o/c field) 16d� 12 "o/c 5/8"fZ�x10"�1B's� 60 "o/c
<br /> � A35�il 24 "o/c
<br /> FLOOR JOIST PERIMETER NAILING \
<br /> IONIZATION SMOKE ALARMS WITH AN ALARM-SILENCING SWITCH SHALL NOT BE � � e\ WALL FRAMING \ S4V-2 7/16"OSB &ci @ 4"o/c(12"o/c field) 16d @ 6 "o/c A35 cd 20 "o1c 5!8"�x10"AB's @ 4� "o/c W
<br /> PER SW SCHEDULE I FLOOR TO TOP � FLOOR TO TOP �
<br /> INSTALLED LESS THAN 10 FT HORIZONTALLY FROM A PERMANENTLY INSTALLED � BASEPLATE NAILING PLATE CONNECTION PLATE CONNECTION �
<br /> GOOKING APPLIANCE. \ 5/8"TYPE PER SW SCHEDULE - SW-3 7/16°OSB*(7) 8d @ 3"o/c(12"o/c field) 16d� 4 "o/c A35 @ 12 "o/c 5/8"�x10"AB's @ 16 "o/c �
<br /> \ PER SW SCHEDULE PER SW SCHEDULE � �
<br /> PHOTO ELECTRIC SMOKE ALARMS: SHALL NOT BE INSTALLED LESS THAN 6 FT TYPICAL PARALLEL OR X GWB RSW 7/16 OSB •(7) �a��"�/�staggered
<br /> WALL FRAMING " � �„ SGE DETAIL 1
<br /> HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING APPLIANCE. PERPENDICULAR LOWER TYPICAL UPPER FLOOR (1_ o/c tield) �
<br /> R315.1 CARBON MONOXIDE ALARMS SHALL BE INSTALLED OUTSIDE EACH SLEEPING C4 I�OOF TO WALL CONNECTION CZ CANTILEVER UPPER FLOOR C� JOIST SECTION �
<br /> AR�A IN THE IMMEDIATE VICINITY OF THE BEDROOMS.
<br /> �
<br /> R-308.4 SAFETY GLAZING IS REQUIRED AT ENCLOSURES FOR TUBS AND SHOWERS 7/16 OSB
<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" NAILED PER
<br /> GLAZING IS LESS THAN 60"ABOVE FLOOR. BETWEEN BEAM AND OC AT EDGES AND 12"OC AT FIELD SHEARWALL BASEPLATE NAILING
<br /> GROUND. 18"MIN SCHEDULE. WALL FRAMING PER SW SCHEDULE
<br /> M-1503 RANGE HOOD SHALL DISCHARGE TO THE OUTDOORS THROUGH A SINGLE � WALL FRAMING `
<br /> REQUIRED BEIWEEN BATT INSULATION \ '\ � �����i
<br /> WALL DUCT THE DUCT SERVING THE HOOD SHALL HAVE A SMOOTH INTERIOR JOISTS AND GROUND. PER ENERGY � BATT INSULATION
<br /> SURFACE, SHALL BE AIR TIGHT AND SHALL BE EQUIPPED WITH A BACKDRAFT 3/4" FLOOR PLYWOOD � �`�'��--��j�-����-���
<br /> SOLID BLOCKING OVER BEAM INFORMATION PAGE PER ENERGY \ L/ 3
<br /> DAMPER. 4°CONCRETE SLAB FLOOR C,:,> ��rr.�r�i+rl�ori, �t+� ���a_,�,
<br /> � � INFORMATION PAGE F� �n�`, `'- `
<br /> R319.1 BUILDWGS SHALL HAVE APPROVED ADDRESS NUMBERS. MIN SIZE 4 IN WITH FLOOR JOIST 1( nn (2)2X4 WALLS WITH PRESSURE TREATED _ �\�� FLOOR JOIST t. (�+�61 Lc3tJ + 7I5 F. 4�CJr�? 83f,-6�61
<br /> I �I Il I I 1 I G r 1"SEPARATION. SILL PLATE _ RIM JOIST PER PLAN I s�r��ricEs�u�+s`Fa.ccarn
<br /> 1!2 IN STROKE AND CONTRASTING BACKGROUND AND VISIBLE FROM STREET. PER PLAN l��J U l �o��coNCRErE � �
<br /> FOUNDATION WALL. � � � �� �
<br /> FOLLOW TYPICAL �°' • � � : PRESSURE TREATED
<br /> DESIGN CRITERIA PT POST OR 90LB PROVIDE A23 AND AC4 � ' ��- , SILL PLATE •� �`, � General Structural Notes — Unless Noted Otl�erwise
<br /> FELT AT BOTTOM OR APPROVED FOUNDATION DESIGN � ° ,I�I�I I1=11I-',i-� - FLOOR TO TOP
<br /> �-rrr�=° I I i-I I I-1 I 1=1 I:I I I -�r-rrt-Ri='
<br /> ROOF LIVE LOAD 25-ROOF DEAD LOAD 15 �-_ POSITIVE CONNECTION WITH(2)ROWS UF �1�111=111=11;=!I � •,=111=111=111=Ti-II =111=111=11I-11 � PLATE CONNECTION
<br /> 6 MIL BLACK ANCHOR BOLTS �Ii-TI-111-T1-'- � 111=111=111=111-II! -111=111-111=111=-� .• GENERAL ALL CONSTRUCTION SHALL CONFORM TO THE INTERNATIONAL BUILDWG CODE (IBC), 2015 EDITION, OR
<br /> FLOOR LIVE LOAD 40-FLOOR DEAD LOAD 10 II I-II�=111=11I-11 =111=111=111=111=11I II1=111=11I-II1=1_I PER SW SCHEDULE
<br /> CONCRETE II-11�=111-111=111= 8 ' 111=111=111-111-111=_ II-111=111=111=111- • '• OTHER GOVERNING CODE,AS REQUIRED BY LOCAL JURISDICTION.
<br /> VAPOR BARRIER �—- - -
<br /> DECK LIVE LOAD 60-DECK DEAD LOAD 10 ��-11H11_�II-11 . ' =11_HII-III-111-TIl_ �III-Ill-ll-f-11-�i p, " �
<br /> �� FOOTING -II I-I I I-II I-1I1= �'°III-II I-II1=111=11I-1 II1=111=111=11I- • •.>
<br /> �'� -�=-�` PER PLAN III_IT_I-III III-1� �� .; III III-III III-III III III-III III-II • DESIGN LOADS SEE ENGINEERWG PACKET FOR DESIGN LOADS.
<br />, WIND SPEED 85-SEISMIC CAT. D \� �. . IIIII�IIIIIIIIIIII� . � � I IIIIII_III IIIIIIIIIII IIIIIIIIIIIIIIIIII�- ,���; �
<br /> � � °� I I 1=1I I I I 1- � • � � . ' I 1=1I I I I I-I I -I I I-I I I_I I I_ • •
<br /> I I I-1 I I-1 I�-_-�- __`, ,-=I I I-1 I I-1 I I-1 I L= �I I 1=1 I 1=1�-� � ��-- � I I 1=1�-1 I I "�I I I�i�I I I-I��_��� ��,_,,-
<br /> � 11=111-III-III-III-III-111-111=111-111-111=111-111=11_ �-L�!=iii-11I-1T!,-,111,�,11!��III illl�111=1 -=-II��11=111=111,=�III���III���III���111���1 INSPECTIONS NO SPECIAL WSPECTIONS ARE REQUIRED. NOTIFY BUILDING DEPARTMENT FOR INSPECTIONS
<br /> I�iillliiilll��illliiillliiilllii�llliiillliiillliiilll�i�llliiill_liiillliiillli�tlllii i=llJ�-_III ��� REQUIRED BY LOCAL JURISDICTION.
<br /> CRAWL SPACE �EAM FOUNDATION AT FOUNDATION AT FOUNDATIONS EXTEND FOOTING TO UNDISTURBED SOIL OF 2000 PSF BEARING CAPACITY. BOTTOM OF EXTERIOR .
<br /> B4 SUPPORT SECTION B3 GARAGE WALL UNIT SEPARATION B2 GARAGE SLAB FLOOR g� FRAMED FLOOR JOIST FOOTING SHALL BE 1�-s�� MINIMUM BELOW OUTSIDE FINISHED GRADE.
<br /> COMPACTED FILL SHOULD CONSIST OF PREDOMINATELY WELL-GRAQED, GRANULAR SOIL, FREE OF ORGANIC
<br /> MATERIAL AND DEBRIS. FILL SHOULD BE PLACED IN MAXIMUM 8" LOOSE LIFTS AND COMPACTED TO A MINIMUM OF
<br /> 95 PERCENT OF THE MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT DETERMINED BY ASTM D-1557 TEST
<br /> THE GREATEST RISER HEIGHT WITHIN ANY MSTC66 @ CENTERLINE CAST-IN-PLACE ANCHOR BOLT TO BE 5/8"X 10"WITH 3 X 3 X MINIMUM COMPRESSIVE PROCEDURES.
<br /> FLIGHT OF STAIRS SHALL NOT EXCEED THE � 1/4 PLATE WASHERS AT 48"OC OR PER SW SCHEDULE. NO STRENGTH OF CONCRETE
<br /> OF RIM JST AND �
<br /> SMALLEST BY MORE THAN 3/8" � LESS THAN 4 1!2"AND NO MORE THAN 12"FROM EACH END. SHALL BE NOT LESS THAN CONCRETE f'c-2500 PSI MINIMUM 5-1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A MAXIMUM OF 6.0
<br /> FILL ALL HOLES w/16d \ BEARING WALL 7" MIN EMBEDMENT EXCEPT AS REQUIRED BY SW 3000 PSI
<br /> GALLONS OF WATER PER 94 LS SACK OF CEMENT. MAXIMUM SLUMP IS 4". SEGREGATION OF MATERIALS TO BE
<br /> MIN HEAD CLEARANCE '� FLOOR SCHEDULE. PREVENTED.
<br /> HANDRAIL 34-38" / TO BE 6'-8" � FRAMING MECHANICAL � 2x TREATED PLATE S SHALL B
<br /> ABOVE STAIR NOSE � FASTENER 8"CONCRETE FOUNDATION � REINFORCING STEEL #5 BARS AND LARGER SHALL BE GRADE 60 DEFORMED BARS,AND#3 AND#4 BAR E
<br /> / STAIR TREAD IF STRAP OVERLAP IS REQ'D, (10)-16d � HORIZONTAL:(1)#4 BAR WITHIN GRADE 40, IN ACCORDANCE WITH ASTM A-615. LAP SPLICES 32 BAR DIAMETERS. WELDED WIRE FABRIC SHALL
<br /> DOUBLE STUDS (2)#4 HORIZONTAL WALL MAX HEIGHT 96"WITH
<br /> PER R-311.5.3 NAILS MIN SHALL GO THROUGH BOTH @ EACH STRAP REINFORCING ROD MAX UNBALANCED BACKFILL � . �. 12"OF TOP OF WALL R403.1.3.1 CONFORM TO ASTM A-185 AND SHALL BE 6X6-W 1.4 X W 1.4. LAP ONE FULL MESH AT SPLICES.
<br /> ' STRAPS. RELOCATE MSTC ABOVE CONCRETE SLAB IN �
<br /> 1X8 RISER � FLOOR JOISTS EDGE NAIL SHTG � � •
<br /> CENTERLWE IF REQ'D. J �'oo— —.0 NOT TO EXCEED 48' - � - TIMBER FRAMWG SHALL MEET THE FOLLOWING MINIMUM STANDARDS:
<br /> \� UNO � � - #4 VERTICAL @ 48"ON CENTER PER
<br /> 2X12 STRWGERS(3) � �=- �� �°� 6"WALL MAY BE USED WITH �_II I III-1I1 .
<br /> � Ilt-III-II I II I- SECTION R403.1.3.1 MIN 14" INTO STEM BEAMS AND POSTS (4x AND GREATER): DF-L#2
<br /> � MECHANICAL � II-II,_IIH�1�-11��VAPOR BARRIER MAX HEIGHT 54° -!iCIII-111-111-1T1 -�•���. � �
<br /> �- T „i- WALL AND STANDARD HOOK PER JOISTS/STUDS 2x_ HF#2/STUD
<br /> CONNECTION =1TI-111=111=1i� ��i-" I-i.__-III,-�111= � ��
<br /> FLOORTOSTAIRS 4° GRAVEL ��-111-���-��� III-111-11-�'�-��� � SECTION R608.5.4.5
<br /> MIN RUN 10" HOLDOWN � (1)#4 REBAR REQUIRED AT -�1-�11=111=111- ` GLUE LAMINATED BEAMS (GLB) 24F-V4(24F-V8 AT CANTILEVERS)
<br /> i-�''=111-11I;II I ', •
<br /> MAX RISE 7 3/4" PONY WALL CONSTRUCTION: � PER PLAN 18 X 8 CONTINUOUS THICKENED FOOTING WITH MIN 3" FROM IT_I-IIi-��,- o MIN 17 X 6 CONCRETE
<br /> 1/2"GWB UNDER STAIRS II-III-I1i=11 � ' Io � ' 2x TIMBER SHALL BE KILN DRIED. GRADES SHALL CONFORM TO"WWPA GRADING RULES FOR WESTERN LUMBER",
<br /> � „'______ �� :;� F�-�—FOOTING MIN 12" BELOW LATEST EDITION. ROOF TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE T.P.I.AND THE IBC. ALL
<br /> 2x6 MATCH ABOVE @ 16"o/c SLAB UNDER BEARWG WALL BOTfOM OF FOOTING R403.1.3.1 �,II-111=111- -
<br /> SHEARWALL SPECIFICATIONS �III-III-II�_ ��� _
<br /> 2X DRAFT STOP BLOCKWG �IL-J-111�,=�T�1TI�11 iIII�I�-T�I_II GRADE CONNECTIONS PER IBC TABLE 2304.9.1.
<br /> / _ BETWEEN STUDS FROM SHEARWALL ABOVE ' � -I I-11I
<br /> ALL STEEL TO BE GRADE 60 ALL FOOTINGS TO BE PLACED
<br /> 3 3/4"-1 1/4"NOSING �2X4 STIFFENER �'��.. ON BEARING SOIL ftOOF DIAPHRAGM INSTALL MINIMUM 1/2"GDX PLYWOOD (32116)QR 7/16"OSB SHEATHWG. NAIL ALL SUPPORTED
<br /> EDGES AND BOUNDARIES WITH 8d AT 6"O.C,AND INTERIOR SUPPORTS WITH 8d AT 12° O.C.; BLOCKWG NOT
<br /> A1 TYPICAL CONCRETE FOUNDATION ( 8 OR 6 INCH ) REQUIRED.
<br /> A4 TYF'ICAL STAIR SECTION A3 PONY WALL 1/VITH SW / HOLDOWN � CONCRETE THICKENED SLAB FOOTING �
<br /> FLOOR DIAPHRAGM INSTALL MINIMUM 23/32"T&G STURD-I-FLOOR(24oc)SHEATHING. GLUE AND NAIL ALL
<br /> SUPPORTED EDGES AND BOUNDARIES WITH 10d AT 6"O.C.;AND INTERIOR SUPPORTS WITH 10d AT 12"O.C., � .
<br /> Z�-O�� MIN. SHEAR WALL PER PLAN BLOCKING NOT REQUIRED. �I
<br /> 2x TOP PLATE
<br /> ri�Hr-Fir sou�B�ocKw� MISCELLANEOUS THE CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT JOB SITE. THE CONTRACTOR �Pq
<br /> I WIDTH BOUNDARY NAILING PER STRUCTURAL NOTES SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENINGS v
<br /> HAVE BEEN INSTALLED. DO NOT SCALE DRAWINGS. PRE-FABRICATED ITEMS TO BE HANDLED AND INSTALLED PER �
<br /> ROOF SHEATHING PER MANUFACTURER'S RECOMMENDATIONS.
<br /> • � � NAIL SHTG TO O W
<br /> 11 STRUCTURALNOTES
<br /> � � � HEADER @ 3 OC EW wiNn �esiGN cRiTEaia :
<br /> NOMINAL WIND SPEED -85 MPH RISK CATEGORY II �-�����°��y�� ��'�J���,/ �/ �
<br /> (2} 3x STUDS UNO ULTIMATE WIND SPEED- 110 MPH IMPORTANCE, I = 1.0 THIS DRAWING HAS BEEN REVIEWED FOR LZ O..
<br />� HEADER F'ER PLAN -� NAIL SHTG TO WIND EXPOSURE, B Kzr= 1.00 STRUCTURAL REQUIREMENTS ONI.Y PER � _
<br /> EXTEND OVER EACH STUD 2X TIGHT-FIT SOLID 7HEA7TACNED RELEVANT DOCUMEN7S. �
<br /> WALL FRAMING/DECK BLOCKING W/ EDGE NAILING SEISIMIC DESIGN C A'L FORCE PROCEDURE JC�B# t�'�`bS D�TE��. I.L �
<br /> � SHEARWALL EQUIVALENT LATER
<br /> 8d NAILS 2�� OC ROOF FRAMING PER P�AN RAIL ABOVE IMPORTANCE, le = 1.0 Ss = 1.25
<br /> � APA RAYED SHTG @ PER STRUCTURAL NOTES REV4cW�D BY �C �y
<br /> o PER SW SCHED ALL PLATES 2X LEDGER(OR RF TRUSS)WJ SITE CLASS, o s, =0.40
<br /> Q (2)16d TO EA STUD ( UPSTATE ENGtNEERiNG �" �
<br /> , HEADERS & STUDS SEIS. FORCE RES. SYS A.15. S�, =0.43 dO1D IF 57AMP INK NOT RED. �
<br /> SEISMIG DESIGN CAT., D Sos=0.83 206)280-4715•services@upsts.com �
<br /> ti HOLDOWN (3) 2x PLATES TRUSSES OR RAFTERS PARALLEL TO WALL A35 PER SW SCHED DESIGN BASE SHEAR= 6964x2 Ibs Cs=0.13 • • �
<br /> PER PLAN NAIL SHTG BASEPLATE NAILING PER RISK CATEGORY II R=6.5 � �
<br /> TO EACH PLATE SW SCHED OR DECK RAIL W �
<br /> � SHEAR WALL PER PLAN SHEAR WALL PER PLAN CONNECTION PER PLAN � �
<br /> — TIGHT-FIT SOLID BLOCKING TIGHT-FIT SOLID BLOCKING �
<br /> BOUNDARY NAILING PER BOUNDARY NAILING PER �
<br /> (2) 5/8��� A.B. H�� CONC STEM WALL STRUCTURAL NOTES STRUCTURAL NOTES �I
<br />� EMBED 7�� MIN (2) #4 VERT EA FACE ROOF SHEATHING PER ROOF SHEATHING PER
<br /> �STRUCTURALNOTES STRUCTURALNOTES RIM JOIST PER PLAN � �
<br /> CONC SLAB #3 TIES @ 8" O.C.
<br /> FLR FRAMING PER PLAN DATE: .
<br /> CON7 FTG W/ II,;.II�-111,��111=11�� �
<br /> (2) #4 TOP TRUSS(MONO)PER PLAN 7/6/2017
<br /> & B�T �$�� M I N. W/(2)N6d OL A S OCDKING
<br /> ROOF FRAMING PER PLAN SHEAR WALL PER PLAN
<br /> EHD JOB:
<br /> � 2X LEDGER W/
<br /> (2)16d TO EA STUD
<br /> — =- RAFTERS PERPENDICULAR TO WALL TRUSSES PERPENDICULAR TO WALL 2033
<br />�
<br /> SHE�T:
<br /> 1 RAISED SHEAR WALL 2 SHEAR TRANSFER 3 �H�AF� TRANSFER AT �� � � �� `����� �
<br /> X NTS X NTS CANTIL�VERED FLRT JOISTS NTs �������� ��� ������ �
<br /> (RSW) SW TD SW THRU LOW ROOF ,
<br />
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