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<br /> GENERAL STRUCTURAL NOTES GSN - - -- ---- ---
<br /> GOVERNING CODE: THE "INTERNATIONAL BUILDING CODE" (IBC) 2015 EDITION, AS ADOPTED AND MODIFIED BY THE
<br /> CITY OF EVERETT, GOVERNS THE DESIGN AND CONSTRUCTION OF THIS PROJECT. WOOD-FRAMED DIAPHRAGM NAILING SCHEDULE
<br /> REFERENCE STANDARDS: WHERE OTHER STANDARDS ARE NOTED IN THE DRAWINGS, THE LATEST EDI110N OF THE
<br /> MA?ERIAi_S REFERENCE STANDARDS SHALL BE USED.THE CONIRACTOR SHALL CONFORM WITH THE SFC?�ON� FOR HEM-FIR FRAMING MEMBER W Z � •�•'
<br /> " REFERRt� TO THE IBC AND WITH THE ENTIRE MATERIALS REFERENCE STANDARDS NOTED BELOW. � �� �"� � � • �
<br /> ,A�CH"T���`uRAL DRAWINGS: REFER TO THE ARCHITECTURAL DRAWINGS FOR INFORMAl10N INCLUDIi��G, BvT P;���� > �I ^ DIAPHRAGM BOUNDARY PANEL � •'• PROJECT
<br /> iMITED T0: DIMENSIONS, ELEVATIONS, SLOPES, DOOR AND WINDOW OPENINGS, NON-BEARING WALLS, STAIRS, � DIA SW SFiEATHiNG NAIL SIZE & gLOCKING SHE"<.n �GACi . �' #� 17-131-R
<br /> ELEVATORS, CURBS, DRAINS, DEPRESSIONS, RAILINGS, WATERPROOFING, FINISHES AND OTHER NONSTRUCTURAL ITEMS. TYPE APA-RATED SPACING � REQUIRED FRAMING MEMBER CAPA�ITY (PLF) �� � • �
<br /> STRUCTURAL DETAILS: THE STRUCTURAL DRAWINGS ARE INTENDED TO SHOW THE GENERAL CHARACTER OF THE PANEL EDGES AND FIELD NAILING PATTERN AT ABUTTING (SEISMIC) �N � • �.�.
<br /> PROJECT AND ARE NOT INTENDED TO SHOW ALL��DETAILS OF THE WORK. USE ALL DETAIL SHEETS AND ALL SPECIFIC PANEL EDGES � '
<br /> DETAILS REFERENCED IN THE PLAN AS TYPICAL WHEREVER THEY APPLY. '. �� i .:=.' .',' DRAWN BY: GS
<br /> INSPEC110NS: THE CONTRACTOR IS RESPONSIBLE TO COORDINATE ALL INSPECTIONS REQUIRED. NOTIFY �•�3�n� x 2 1�2" o� -. •'�'a� ••''s'�:' • •
<br /> DIA-1 7 16" CD-EXT 8d � 6"OC EDGE NO - 2x 214 WZ -� Y� ��'."'"; ' •
<br /> BUILDING DEPARTMENT FOR INSPECTIONS REQUIRED BY LOCAL JURISDICTION. � W w �Y i� :, ,. � . REVIEWED BY: GS
<br /> DISCREPANCIES: ANY DISCREPANCY FOUND BETWEEN THE DRAWINGS, NOTES, SPECIFICATIONS, SITE CONDITIONS, AND ,� 8d � 12"OC FIELD J v P'�"� • .
<br /> PLANS SHALL BE REPORTED TO THE ENGINEER WHO SHALL CORRECT THE DISCREPANCY IN WRITING. ANY WORK � DATE:
<br /> COMPLETED AFTER DISCOVERY OF THE DISCREPANCY SHALL BE DONE AT THE CONTRACTOR'S RISK. � 0.131"� x 2 1/2" 0.131"� x 2 1/2" .
<br /> SITE VERIFICAl10N: THE CONTRACTOR SHALL VERiFY ALL DIMENSIONS AND CONDI110NS AT THE SITE PRIOR TO DIA-1B 7/16" CD-EXT 8d � 6"OC EDGE YES Sd � 4„OC 2x 316 os/�2/��
<br /> FABRICATION AND/OR CONSTRUCTION. CONFLICTS BETWEEN THE DRAWINGS AND ACTUAL SITE CONDITIONS SHALL BE 8d � 12„OC FIELD • 04/12/18 BASEMENT REVISIONS
<br /> BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH THE WORK. ALL UNDERGROUND U11LIT1ES HDU TO SILL PLATE • .
<br /> SHALL BE DETERMINED BY THE CONTRACTOR PRIOR TO EXCAVATION OR DRILLING. TYP FLR-TO-FLR
<br /> CONSTRUCTION LOADS: LOADS ON THE STRUCTURE DURING CONSTRUCTION SHALL NOT EXCEED THE DESIGN LOADS 0.148"� x 3" STRAP '�'�
<br /> OR THE CAPACITY OF THE PARTIALLY COMPLETED CONSTRUCTION. DIA-2 15/32" CD-EXT 10d � 6"OC EDGE NO - 2x 237 • •
<br /> DESIGN CRITERIA: o l Od � 12"OC FIELD �`
<br /> ROOF LOADS: DEAD LOADS 15 PSF LL
<br /> LIVE LOADS 25 PSF 0.148°0 x 3"
<br /> FLOOR LOADS: DEAD LOADS 10 PSF 10d (� 6"OC EDGE 0.148"� x 3" MSTCXXB AT FLUSH MEMBER
<br /> LIVE LOADS 40 PSF DIA-28 15/32" CD-EXT
<br /> DECKS LIVE LOAD 60 PSF 10d � 12"OC FIELD YES �Od � 6"OC 2x 270
<br /> WIND DESIGN: BASIC WIND SPEED (3-SECOND GUST), V = 110 MPH; WIND IMPORTANCE FACTOR, IW = 1.0;
<br /> STAGGERED
<br /> OGCUPANCY CATEGORY = II; EXPOSURE CATEGORY = C;
<br /> SEISMIC DESIGN: SE�MCLASSOR DNSDSAC0.974G; SD1��=�0560G;CSEISMCGDESIGN CATEGORY 46D;� BASIC SEISMC SHEAR WALL HOLDOWN SCHEDULE
<br /> FORCE RESISTING SYSTEM (BEARING WALL SYSTEMS) LIGHT-FRAMED WALLS WITH WOOD WOOD DIAPHRAGM NAILING SCHEDULE END STUD CAPACITY
<br /> STRUCTURAL PANELS RATED FOR SHEAR RESISTANCE AND FLEXIBLE DIAPHRAGMS;CS =0.133;R MODEL # ANCHORAGE TYPE FASTENERS
<br /> =6.5;Cd=4;SEIMIC BASE SHEAR=28.5 KIPS. REQUIRED (LBS)
<br /> OMEGA=2.5 ANALYSIS PROCEDURE=EQUIVALENT LATERAL FORCE PROCEDURE PER ASCE 7,SEC12.8.
<br /> FOUNDATIONS: EXTEND FOOTINGS TO FIRM AND UNYIELDING NATIVE SOIL OR STRUCTURAL FILL WITH AN ALLOWABLE SOIL n � (2)2x STUDS
<br /> BEARING CAPACITY OF 1500 PSF. BOTTOM OF EXTERIOR FOOTING SHALL BE 1'-6" MIN BELOW OUTSIDE FINISHED GRADE. � � �� � o CS16 FLR-TO-FLR STRAP, CS=14" (26) 8d COMMON 1,705
<br /> SPACING 6 MIN HF�2
<br /> MAINTAIN A MINIMUM 6" SEPARATION BETWEEN FINISH GRADE & UNTREATED WOOD FRAMING. � � z�� SPACING RIMBOARD
<br /> STRUCTURAL FILL: SHOULD CONSIST OF PREDOMINANTLY WELL-GRADED, GRANULAR SOIL, FREE OF ORGANIC MATERIAL � PER SCHED END DIST � o PER SCHED MST37 FLR-TO-FLR STRAP, EL=18" (20) 16d COMMON �2)2x STUDS 2��35
<br /> AND DEBRIS. FILL SHOULD BE PLACED IN MAX 8" LOOSE LIFTS AND COMPACTED TO A MIN OF 95 PERCENT OF THE RIMBOARD HF#2 ZVELT
<br /> MAX DENSITY AT OPTIMUM MOISTURE CONTENT DEfERMINED BY ASTM D-1557 TESTING PROCEDURES. THE BACKFILL SHALL � � � (2)2x STUDS
<br /> NOT BE PLACED UNTIL THE REMOVAL OF FORMWORK OR ANY DEBRIS. BACKFILL BEHIND THE WALL SHALL NOT BE PLACED N O 0 MST60 FLR-TO-FLR STRAP, EL=24" (40) 16d COMMQN HF#2 4,700 ENGINEERING
<br /> UNTIL THE WALLS ARE PROPERLY SUPPORTED. z 3 v�
<br /> COMPACTION: UNLESS OTHERWISE SPECIFIED BY A GEOTECHNICAL ENGINEER, FOOTINGS SHALL BE PLACED ON � � SCREWS PER SCHED � � NAILING PER MSTC40 FLR-TO-FLR STRAP, CS=16" (32) 16d SINKERS �2)2x STUDS 2,650
<br /> COMPACTED MATERIAL AND SHALL BE WELL-GRADED GRANULAR MATERIAL WITH NO MORE THAN 5% PASSING A #2 �z � HF#2 DESIGN PLLC
<br /> z SCHEDULE
<br /> SIEVE. FILLS PLACED SHALL BE IN MAXIMUM 8n LIFTS AND ALL BEARING SOILS SHALL BE COMPACTED TO 95� � � � � (2)2x STUDS
<br /> MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT USING THE MODIFIED PROCTOR TEST. 00 MSTC48B3 STUD-TO-BEAM STRAP (38) 10d COMMON HF#2 3,420
<br /> CONCREfE: f'c = 2500 pSl. MIN 5-1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCREfE AND A MAXIMUM OF 6.0
<br /> GALLONS OF WATER PER 94 LB SACK OF CEMENT. MAXIMUM SLUMP IS 4". SEGREGATION OF MATERIALS TO BE (2) ROW RIMBOARD SCREW (2) ROW RIMBOARD (2)2x STUDS
<br /> PREVEtvTEo. ATTACHMENT NAILING MSTC66 FLR-TO-FLR STRAP, CS=18" (64) 16d SINKERS HF#2 5,495 STRUCTURAL ENGINEERING
<br /> REINFORCING STEEL: #5 BARS AND LARGER SHALL BE GRADE 60 DEFORMED BARS, AND #3 AND #4 BARS SHALL BE (2)2x STUDS
<br /> GRADE 40, PER ASTM A-615. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 AND SHALL BE 6X6 - W2.1 X MSTC666 STUD-TO-BEAM STRAP (38) 10d COMMON 3,875
<br /> w2.,. LAP ONE FULL MESH AT SPLICES. WOOD-FRAMED SHEAR WALL SCHEDULE HF#2 6619132�A�ENE,#126
<br /> WOOD FRAMING xttu�t.arrD,WA 98033
<br /> REFERENCE STANDARDS: CONFORM T0: FOR HEM-FIR STUD FRAMING WITH OSB SHEATHING (2)2x STUDS
<br /> HF 2 MID WALL 3,695 Zvelt.En outlook.com
<br /> (1) IBC CHAPTER 23 "WOOD", NAIL SIZE & RIM JOIST OR BLOCKING BOTTOM PLATE & EDGE MEMBER REQUIREMENTS [s,�,�s,�4� SILL PLATE REQUIREMENTS � gC�
<br /> SW SHEATHING SHEAR LOAD CONCRETE STRAP, 8" STEM
<br /> (2) NDS AND NDS SUPPLEMENT - °NATIONAL DESIGN SPECIFICAl10N FOR WOOD CONSTRUCTION°, SW APA-RATED SPACING � ATTACHMENT TO SHEAR FASTENERS TO SHEAR FASTENERS TO MIN LSL (OR PSL) HORIZ FRAMING ANCHOR BOLT TO SILL R AT CAPACITY (PLF) STHD14
<br /> TYPE PANEL EDGES TOP PLATE BELOW WOOD FRAMING BELOW WOOD FRAMING BELOW / WALL STANDARD/RIM JOIST
<br /> IDENIIFICAl10N: ALL SAWN LUMBER AND PRE-MANUFACTURED WOOD PRODUCTS SHALL BE IDENIIFIED BY THE GRADE [�.2,�2,»] RIM BOARD THICKNESS MEMBER AT ABUTTING CONCRETE FOUNDATION FOUNDATION (SEISMIC/WIND) ,. „ (24) 16d SINKERS (2)2x STUDS
<br /> MARK OR A CERTIFICATE OF INSPECTION ISSUED BY THE CERTIFYING AGENCY. [4,5.s� [a.9] (ZONE A, TYP) (ZONE B) FRAMING BELOW REQ'D PANEL EDGES [�o,�s] �>>,�4� STHDI4RJ EL=27 /EL=40" CS=17 3,695
<br /> MATERIALS: EMBED �4° MIN HF#2 CORNER
<br /> - SAWN LUMBER: CONFORM TO GRADING RULES OF WWPA, WCLIB OR NLGA. FINGER JOINTED STUDS ACCEPTABL „ 0.131"� x 2�/2" �� 0.162"� x 3y" 0.162"� x 3y2" � 6"OC & � „ 5 „ „
<br /> AT INTERIOR WALLS ONLY. SW-1 7/16 OSB � 6„OC CLIP � 22 OC � 6�•�� �/4"� x 4�/2" SDS � 36"OC � �4 2x /g �: � 48 OC P.T. 2x 241 / 340 (2)2x STUDS 2 685 �LA
<br /> MEMBER USE SIZE SPECIES GRADE HF#2 END WALL �p,B� S�
<br /> o���vAski�
<br /> STUDS & POSTS 2X, 4X HEM-FIR N0. 2 „ � � �, 5 » °� " � � � � ti �,� G�
<br /> � " „ p,�62"0 x " 0.162 � x 3y � 4 OC & � „ /g � � 32 OC P.T. 2x HDU8 ��$ � SST-828 EMBED (20) /4 �x2 /2 SDS 6X6 DF 1 7,870 �,� �`o
<br /> - WOOD STRUCTURAL SHEATHING (PLYWOOD): WOOD APA-RATED STRUCTURAL SHEATHING INCLUDES: ALL w SW-2 7/16" OSB 0•131 � n 2 �2 CLIP � 14 OC „ � „ „ n 1 �4 3x or FLAT 2x 353 / 445 28" MIN WOOD SCREWS # � �- �► •
<br /> o � 40C � 40C y4 � x 6 SDS � 200C 5 � �.
<br /> VENEER PLYWOOD, ORIENTED STRAND BOARD, WAFERBOARD, PARTICLEBOARD, T1-11 SIDING, AND COMPOSITES � /$ � � 48 OC P.T. 3x � � � �G�
<br /> OF VENEER AND WOOD BASED MATERIAL CONFORM TO PRODUCT STANDARDS OF THE AMERICAN PLYWOOD �
<br /> ASSOCIATION (APA). � n " � " " " 0.162"� x 3y" � 4"OC & 5/g"� � 24"OC P.T. 2x NOTES: a �, 52184 � Q,'`�
<br /> 7 SW-3 7 16 OSB 0.131 � x 2 /2 .� 0.162 � x 3y 2 3 � .� �Gls.r�,g.�
<br /> MINIMUM APA RATING c� � �� CLIP � 10 OC „ „ „ „ 1 /4 3x or FLAT 2x 456 / 637 1. HOLDOWNS SPECIFIED ARE AS MANUFACTURED BY SIMPSON STRONG-TIE C0. INC.; ACCEPTABLE �'S �ti�
<br /> � 3 OC, STAGGERED � 4 OC y � x 6 SDS � 12 OC 5�8n� � 32"OC P.T. 3x EQUIVALENT PRODUCT SUBSTITUTIONS ARE AVAILABLE FROM OTHER MANUFACTURERS WITH THE ENGINEER SIONAL�
<br /> LOCATION THICKNESS SPAN RATING PLYWOOD GRADE EXPOSURE
<br /> WALLS 1�132" 32/16 C-D 1 5 n „ APPROVAL.
<br /> � 1 » � n n ^ „ /$ ;� � 16 OC P.T. 2x 2. LOCATE ALL HOLDOWNS AT �I�JDS OF ALL SHEAR WALLS & FASTEN TO BUNDLED HEM-FIR END STUDS.
<br /> 0.131 � x2 / 0.1620 3 0.162 � x3y (� 30C & � � �'�
<br /> - NAILS AND SIHPLES: CONFORM TO IBC "NAILS AND STAPLES." UNLESS NOTED ON PLANS, NAIL PER IBC SW-4 7/16" OSB „ 2 CLIP � 8"OC „� � „ n n 3 �2 3x or FLAT 2x 595 / 832 ^ EXPIRES: 07-07-2018
<br /> TABLE 2304.10.1. UNLESS NOlED OTHERWISE ALL NAILS SHALL BE COMMON. NAIL SIZES SPECIFIED ON THE � 2 OC, STAGGERED � 3 OC y4 � x 6 SDS � 8 OC 5� n� � 24"OC P.T. 3x 3. BUNDLED END„STUDS SHOULU BE STITCH-NAILED TOGETHER USING MINIMUM (2) 16d � 10 OC, UNO.
<br /> 8 4. LOCATE HDU# & HDC# HOLDOWNS AT CONCREfE FOUNDATION LEVEL.
<br /> DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICAl10NS: LOCATE "CMST#" & "MSTC#" STRAPS AT FLOOR-TO-FLOOR CONNECTIONS.
<br /> SIZE LENGTH DIAMETER o 7 16" OSB 0.131"� x 2� " 2 0.162"� x 3 " 0.162"� x 3 " � 6"OC & 1
<br /> „ �� W SW-5 � �2 CLIP � 6"OC � � � 2 3 �2» 3x 5/g"� � 24"OC P.T. 3x 706 / 990 5. ALL HOLDOWN ANCHOR BOLTS SHALL BE MIN 4° FROM CONCRETE WALL ENDS.
<br /> 8D 2-1/2 a.131 o BOTH SIDE � 4"OC, STAGGERED � 4"OC, STAGGERED "� x 6" SDS (� 10"OC � ^ ^ �
<br /> Y4 6. USE SSTB FOR 2x SILL PLATES & SSTBL FOR 3x OR (2)2x SILL PLATES. PR�JECT NAME+
<br /> 10D 3 0.148 u� �
<br /> n n
<br /> � 7. ADDITIONAL END STUD REQUIRED TO MEET MINIMUM 1 / " EDGE DISTANCE FROM CONCRETE CORNER TO
<br /> 12D (16D SINKER) 3-1/4" 0.148" 0° � „ „ „ n „ 0.162"� x 3y2" � 6'�OC & „ „ � y � „ 2
<br /> „ „ o S W_6 7/16 OSB 0.131 0 x 2'/2 CLIP C� 8 OC (2) 0.162 0 x 3y „ „ „ 31� � g „ „ STHD STRAP. USE RJ STYLE WITH STHD WHERE RIM JOIST IS PRESENT.
<br /> 1 6 D 3-1/2 0.1 6 2 o BOTH SIDE � 2"OC, STAGGERED BOTH SIDES, STAGGERED � 3"OC, STAGGERED Y4 � x 6 S D S � 6 O C 2 3 X /g � � 1 2 O C P.T. 3 x 1 1 9 0 / 1 6 6 4 S. INSTALL ALL HOLDOWN HARDWARE PER MANUFACTURER'S INSTRUCTIONS & RECOMMENDATIONS.
<br /> - LAG BOLTSfBOLTS: CONFORM TO ASTM A307. STAGGERED PLAN NUMBER
<br /> - WOOD HOLDOWNS: HOLDOWNS SPECIFIED ARE AS MANUFACTURED BY SIMPSON ANCHOR TIE-DOWN CO., INC.
<br /> ADDITIONAL FRAMING MEMBERS SHALL BE PROVIDED PER THE SYSTEM REQUIREMENTS. ACCEPTABLE NOTES: MS l OlA3S-0
<br /> EQUIVALENT PRODUCT SUBS11TU110NS ARE AVAILABLE FROM OTHER MANUFACTURERS WITH ENGINEER 1, INSTALL PANELS EITHER HORIZONTALLY OR VERTICALLY PLATE WASHER TO EXTEND TO WITHIN �/2" OF THE EDGE OF THE SILL PLATE ON THE SIDE(S) WITH SHEATHING.
<br /> APPROVAL. 2. WHERE SHEATHING IS APPLIED ON BOTH SIDES OF WALL PANEL EDGE JOINTS ON 2x FRAMING SHALL BE WHERE SHEAR WALLS.
<br /> NAILING REQUIREMENTS: PROVIDE MINIMUM NAILING IN ACCORDANCE WI1N IBC TABLE 2304.10.1 "FASTENING STAGGERED SO THAT JOINTS ON OPPOSITE SIDES ARE NOT LOCATED ON THE SAME STUDS. ARE SHEATHED ON BOTH SIDES OF 2x6 WALL FRAMING, USE 4.5°x3"x0.229"(MIN) PLATE WASHERS.
<br /> SCHEDULE" EXCEPT AS NOTED ON THE DRAWINGS. NAILING FOR ROOF/FLOOR DIAPHRAGMS/SHEAR WALLS SHALL BE 3. BLOCKING IS REQUIRED AT ALL PANEL EDGES. EMBED ANCHOR BOLTS 7" MINIMUM INTO THE CONCREfE.
<br /> PER DRAWINGS. NAILS SHALL BE DRIVEN FLUSH AND SHALL NOT FRACTURE THE SURFACE OF SHEATHING. 4. PROVIDE SHEAR WALL SHEATHING AND NAILING FOR ENTIRE LENGTH OF THE WALLS INDICATED ON THE PLANS. 11.PRESSURE TREATED MATERIAL CAN CAUSE EXCESSIVE CORROSION IN THE FASTENERS. PROVIDE HOT-DIPPED TYPICAL WOOD-FRAMED HOLDOWN SCHEDULE
<br /> STANDARD LIGHT-FRAME CONSTRUCTION: UNLESS NOTED ON THE PLANS, CONSTRUC110N SHALL CONFORM TO IBC ENDS OF FULL HEIGHT WALLS ARE DESIGNATED BY WINDOWS, OR DOORWAYS OR AS DESIGNATED ON PtANS. GALVANIZED (ELECTRO-PLATING IS NOT ACCEPTABLE) NAILS AND CONNECTOR PWTES (FRAMING ANGLES, EfC.) FOR
<br /> SEC 2308 "CONVENTIONAL LIGHT-FRAME CONSTRUCTION" AND IBC SEC 2304 "GENERAL CONSTRUCTION HOLDOWN REQUIREMENTS PER PLANS. 3 815 Shore Ave
<br /> ° 5. SHEAR WALLS DESIGNATED AS PERFORATED SHEAR WALLS REQUIRE SHEATHING, SHEAR WALL NAILING, EfC. ALL CONNECTORS IN CONTACT WITH PRESSURE TREATED FRAMING MEMBERS. ADDITIONAL INFORMATION PER
<br /> REQUIREMENTS. STRUCTURAL NOTES.
<br /> ABOVE AND BELOW ALL OPENINGS).
<br /> (1) WALL FRAMING: UNLESS OTHERWISE NOTED, ALL INTERIOR WALLS SHALL BE 2X4 � 16"OC AND ALL EXTERIOR 12.INSTALL H1'S ON ALL TRUSSES/RAFTERS OR LS90 AT 24" OC ON GABLES AND RIM JOIST (OR SOLID BLKG) TO BOTTOM PLATE SHEAR FASTENER DIAGRAM
<br /> WALLS SHALL BE 2X6 � 16"OC. PROVIDE (2)BUNDLED STUDS MIN AT WALL ENDS AND EACH SIDE OF ALL 6. SHEATHING EDGE NAILING IS REQUIRED AT ALL HOLDOWN POSTS. EDGE NAILING MAY ALSO BE REQUIRED TO TOP PLATE (SILL PLATE AT FDN) UNO; TRUSSES/RAFTERS CONNECTORS PER SIMPSON STRONG-TIE UNO. EVerett
<br /> EACH STUD USED IN BUILT-UP HOLDOWN POSTS. ADDITIONAL INFORMATION PER HOLDOWN SCHEDULE & DEfAILS.
<br /> OPENINGS. UNO, ALL SOLID SAWN LUMBER HEADERS SHALL BE SUPPORTED BY A MINIMUM OF (1)TRIM AND 7, INTERMEDIATE FRAMING TO BE 2x MINIMUM MEMBERS. ATTACH SHEATHING TO INTERMEDIATE FRAMING WITH 13.AT ADJOINING PANEL EDGES, (2) 2x STUDS NAILED TOGEfHER MAY BE USED IN PLACE OF SINGLE 3x sTUD. WA 98203
<br /> (1)KING STUD AND ALL GLULAM OR ENGINEERED WOOD HEADERS BY (2)TRIM AND (2)KING STUDS. AT FRAMED �� 1 » n n � 1 � y DOUBLE 2x STUDS SHALL BE CONNECTED TOGETHER BY NAILING THE STUDS TOGEfHER WITH 3" LONG NAILS OF THE
<br /> 0.131 f� x 2 /2 NAILS AT 12 OC WHERE STUDS ARE SPACED AT 16 OC AND 0.131 0 x 2 /2 NAILS AT 6 OC i i T/FLR i i
<br /> WALLS UNO ALL SOLID SAWN LUMBER BEAMS SHALL BE SUPPORTED ON A MINIMUM OF (2) BUNDLED 2X = SAME SPACING AND DIAMEfER AS THE PLATE NAILING. � � i �
<br /> ' ' WHERE STUDS ARE SPACED AT 24"OC. i � i i
<br /> STUDS AND ALL GLULAM OR ENGINEERED WOOD BEAMS ON A MINIMUM OF (3) BUNDLED 2X STUDS. ,� � „ „ 14.WHERE ABUTTING PANELS OR SILL PLATES REQUIRE 3x MINIMUM, NAIL STUDS TO 3x BOTTOM/SILL PLATES WITH i � i i
<br /> 8. BASED ON 0.131 0 x 1 /2 NAILS USED TO ATTACH FRAMING CLIPS DIRECTLY TO FRAMING. USE 0.131 fd x „ n „ � � i � i �
<br /> STITCH-NAIL BUNDLED STUDS WITH (2)10D � 12"OC. UNO, ALL INTERIOR AND EXTERIOR HEADERS SHALL BE � „ EITHER (2} 0.148 QJx4 END NAILS OR (4) 0.131 fdx2 /2 TOENAILS. � __________________________ i_______________� i
<br /> --------------------------
<br /> 4X10 DF 2. PROVIDE SOLID BLOCKING THRU FLOORS TO SUPPORTS BELOW FOR BEARING WALLS AND POSTS. 2 2 NAILS WHERE INSTALLED OVER SHEATHING. i � i i
<br /> # 9. F R A M I N G C L I P S: S I M P S O N "A 3 5" O R "L T P 4" O R A P P R O V E D E Q U I V A L E N T. 15.CONTACT THE STRUCTURAL ENGINEER OF RECORD FOR ADHESIVE OR EXPANSION BOLT ALTERNATIVES TO
<br /> UNO, ATTACH BOTTOM PLATES OF STUD WALLS TO WOOD FRAMING BELOW WITH 16D � 12"OC OR TO CAST-IN-PLACE ANCHOR BOLTS. SPECIAL INSPECTION MAY BE REQUIRED. _ _ _ _ _ _ _ _ _____________
<br /> CONCRETE WITH 5/8"-DIA. ANCHOR BOLTS X 7" EMBEDMENT AT 48"OC. REFER TO SHEAR WALL SCHEDULE 10. ANCHOR BOLTS SHALL BE PROVIDED WITH HOT-DIPPED GALVANIZED STEEL PLATE WASHERS 3"x3"x0.229"(MIN). 16.MECHANICALLY GALVANIZED TITEN HD SCREW ANCHOR MAY BE SUBSTITUTED AT A 1:1 RATIO FOR J-BOLTS LISTED
<br /> FOR SPECIFIC SHEATHING, STUD AND NAILING REQUIREMENTS AT SHEAR WALLS. UNO, PROVIDE GYPSUM THE HOLE IN THE PLATE WASHER MAY BE DIAGONALLY SLOTTED 13/ "x13/" PROVIDED A STANDARD CUT WASHER ABOVE. USE 5/ "�x8" TITEN HD WITH SAME PLATE WASHER AS STATED IN NOTE 10 AT 2x SILL PLATES. SPLICE SHTG
<br /> 16 4 s » � RIM, TYP SHEET TITLE:
<br /> SHEATHING ON INTERIOR SURFACES AND PLYWOOD SHEATHING ON EXTERIOR SURFACES. IS PLACED BETWEEN THE PLATE WASHER AND NUT. PLATE WASHER TO EXTEND ANCHOR BOLTS SHALL BE 17.STUDS SPACED A MAXIMUM OF 16 OC, PANELS ARE APPLIED WITH LONG DIMENSION ACROSS STUDS.
<br /> (2) ROOF/FLOOR FRAMING: UNLESS OTHERWISE NOTED, PROVIDE DOUBLE JOISTS/RAFTERS UNDER ALL PARALLEL PROVIDED WITH HOT-DIPPED GALVANIZED STEEL PLATE WASHERS 3"x3"x0.229"(MIN). THE HOLE IN THE PLATE 18.WHERE JOISTS ARE HUNG FROM MUD SILL, USE P.T. 3x RIPPED TO STEM WALL WIDTH W/COUNTER-SUNK ° P
<br /> BEARING PARTITIONS AND SOLID BLOCKING AT ALL BEARING POINTS. PROVIDE DOUBLE MEMBER AROUND ALL WASHER MAY BE DIAGONALLY SLOTTED 13/�g"x13�4" PROVIDED A STANDARD CUT WASHER IS PLACED BETWEEN THE ANCHOR BOLTS PER SHEAR WALL SCHEDULE.
<br /> ROOF/FLOOR OPENINGS. UNO, MULTI-JOISTS/RAFTERS SHALL BE S11TCH-NAILED TOGETHER WITH (2)10D � PLATE WASHER AND NUT. OPENIN
<br /> 12"OC. PROVIDE ROOF SHEATHING EDGE CLIPS CENTERED BETWEEN FRAMING AT UNBLOCKED PLYWOOD EDGES.
<br /> ALL FLOOR SNEATHING SHALL HAVE TONGUE AND GROOVE JOINTS OR BE SUPPORTED BY SOLID BLOCKING.
<br /> ALLOW 1/8" SPACING AT ALL PANEL EDGES AND ENDS OF ROOF/FLOOR SHEATHING. ROOF/FLOOR SHEATHING
<br /> SHALL BE LAID FACE GRAIN PERPENDICULAR TO FRAMING MEMBERS. SHEATHING PROPERTIES GENERAL
<br /> MOISTURE CONTENT: WOOD MATERIAL USED FOR THIS PROJECT SHALL HAVE MAXIMUM MOISTURE CONTENT OF 19% BOTT PLATE
<br /> EXCEPT FOR THE PRESSURE-TREATED WOOD SILL PLATE AND LEDGER. LOCATION THICKNESS SPAN RATING PLYWOOD GRADE EXPOSURE SHEAR FASTENERS STRUCTURAL
<br /> PRESERVATIVE TREATMENT: WOOD MATERIALS ARE REQUIRED TO BE "TREATED WOOD" UNDER CERTAIN CONDI110NS IN ROOF 15/32 32/16 C-D 1 PER SCHED & ZONE NOTES AND
<br /> ACCORDANCE WITH IBC SEC 2304.10.5. AND CONFORM TO THE APPROPRIATE STANDARDS OF THE AMERICAN
<br /> WOOD-PRESERVERS ASSOCIAl10N (AWPA) FOR SAWN LUMBER, GLUED LAMINATED 11MBER, ROUND POLES, WOOD PILE FLOOR 15/32 T&G 24 OC STURD-I FLOOR � SCHEDULES
<br /> AND MARINE PILES. __�__T/FLR_�_�v_
<br /> METAL CONNECTORS/P.T. WOOD: IT IS RECOMMENDED THAT ALL METAL HARDWARE AND FASTENERS IN CONTACT WALLS 15/32 32/16 C-D 1 _ _ _
<br /> WITH PRESSURE TREATED LUMBER BE STAINLESS STEEL TYPE 316L. HOT-DIPPED GALVANIZED METAL HARDWARE AND IBC 2015
<br /> FASTENERS MAY BE INVESTIGATED FOR USE IN LIEU OF STAINLESS STEEL PROVIDED THAT THE FINISH HAS A NOTES: i_____________________________i _____________ i______ ______ _______ _______i
<br /> MINIMUM ZINC CONTENT OF AT LEAST 1.85 OZ/SF AND ITS USE IS COORDINATED 8Y THE CONTRACTOR AND WOOD 1. USE MINIMUM THICKNESS AND MINIMUM APA RATING. i i i i
<br /> SUPPLIER FOR THE EXPECTED ENVIRONMENT AND MOISTURE EXPOSURE FOR APPROPRIATE USE BASED ON THE i o
<br /> METHOD OF PRESERVATIVE TREATMENT OF THE WOOD. SPLICE SHTG
<br /> THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUC110N AND ALL JOB RELATED COMMON WIRE NAILS PROPERTIES � RIM, TYP
<br /> SAFETY STANDARDS AND SILICA-DUST PROTECTION PER OSHA AND WSHA. THE CONTRACTOR IS RESPONSIBLE FOR ZONE A ZONE B ZONE B ZONE B SHEET NUMBER�
<br /> THE STRENGTH AND STABILITY OF THE STRUCTURE DURING CONSTRUCTION AND SHALL PROVIDE TEMPORARY PENNY WEIGHT $d 1 OC� ')2d 1 GC� 2Od
<br /> SHORING, BRACING AND OTHER ELEMENTS REQUIRED TO MAINTAIN STA8ILITY UNTIL THE STRUCNRE IS COMPLETED. DIAMETER (IN) 0.131 0.148 0.148 0.162 0.192 SHEAR WALL NAILING AND
<br /> THE CONTRACTOR IS RESPONSIBLE TO BE FAMILIAR WITH THE WORK REQUIRED IN THE CONSTRUCTION DOCUMENTS SHEATHING PER PLAN,
<br /> AND THE REQUIREMENTS FOR EXECUTING IT PROPERLY.THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY LENGHT (IN) 2 � 3 3 � 3 � 4 SCHEDULE & 4.3.5.3 2015
<br /> AUTHORITY OR ACTUAL AND/OR DIRECT RESPONSIBILITY FOR THE SPECIFlC WORKING CONDITIONS AT THE SITE AND/OR FOR NOTES: SDPWS (TYP) �� �r e_'���''?���'
<br /> CONTRACTORSDOR OTHERSENTIIIES ORRPERSO S�AT THE PROOC REP�RT ANY HEALTH OR SAFETY DEFICIENCY TO THE OWNER, 1. ALL COMMON WIRE AND BOX NAILS SHALL CONFORM TO NOMINAL SIZES SPECIFIED IN ASTM F1667. 1 FOR PGR�IT
<br /> ���l1�=1,'`EU
<br /> GENERAL STRUCTURAL NOTES ZONING KEY-PERFORATED SHEAR WALL ELEVATION
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