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STRUCTURAL NOTES
<br /> (THESE NOTES ARE TYPICAL UNLESS NOTED OR DETAILED OTHERWISE ON DRAWINGS) EXISTING BUILDING ENGINEE RING
<br /> CODE 250 4TH AVE. S., SUITE 200 �
<br /> CONTRACTOR SHALL VERIFY ALL DIMENSIONS, MEMBER SIZES AND CONDITIONS OF THE EXISTING BUILDING EDMONDS� WASHINGTON 98020
<br /> ALL MATERIALS, WORKMANSHIP, DESIGN,AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, DEPICTED IN THE DRAWINGS,AND NOTIFY THE STRUCTURAL ENGINEER OF ANY DISCREPANCIES FOR POSSIBLE PHONE (425� 778-8500
<br /> SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE(IBC), 2015 EDITION. SPECIFICATIONS AND STANDARDS REDESIGN. FAX (425� 778-5536
<br /> WHERE REFERENCED ON THE DRAWINGS ARE TO BE THE LATEST EDITION.
<br /> CONTRACTOR RESPONSIBLE FOR COMPLETELY SEALING ALL AREAS WHERE EXISTING ROOF MATERIAL IS
<br /> STATEMENT OF SPECIAL INSPECTIONS PENETRATED OR REMOVED. PROVIDE WATER PROOFING AS REQUIRED BY THE ARCH.
<br /> STRUCTURAL OBSERVATION OF THE STRUCTURAL SYSTEM BY THE ENGINEER IS NOT REQUIRED. GENERAL
<br /> FREQUENCY AND DISTRIBUTION OF REPORTS-INSPECTION REPORTS SHALL BE PROVIDED FOR EACH DAY ON SITE BY STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL, CIVIL, ELECTRICAL,AND
<br /> SPECIAL INSPECTOR. STRUCTURAL OBSERVATION REPORTS SHALL BE PROVIDED AFTER EACH OBSERVATION. REPORTS MECHANICAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND
<br /> SHALL BE DISTRIBUTED TO THE CONTRACTOR, ARCHITECT, ENGINEER AND BUILDING OFFICIAL. CONDITIONS FOR COMPATIBILITY BEFORE PROCEEDING.ANY DISCREPANCIES SHALL BE BROUGHT TO THE
<br /> ATTENTION OF THE ARCHITECT BEFORE PROCEEDING.
<br /> LUMBER
<br /> CONTRACTOR TO SEE ARCHITECTURAL,CIVIL, ELECTRICAL AND MECHANICAL DRAWINGS FOR SIZE AND LOCATION
<br /> ALL GRADES SPECIFIED ARE MINIMUM GRADES REQUIRED. ALL IUMBER SHALL BE IN ACCORDANCE WITH WWPA OF PIPE,VENT, DUCT AND OTHER OPENINGS AND DETAILS NOT SHOWN ON THESE DRAWINGS.
<br /> GRADING RULES, KIIN-DRIED TO MC 19 AND OF THE FOLLOWING MINIMUM STANDARDS:
<br /> CONTRACTOR SHALL BE RESPONSIBLE FOR ERECTION STABILITY AND TEMPORARY SHORING AS NECESSARY UNTIL
<br /> SIZE CLASSIFICATION SPECIES GRADE Fb (PSI) Fc(PSI) PERMANENT SUPPORT AND STIFFENING ARE INSTALLED. • �1�
<br /> SLEEPERS DOUG-FIR STUD 700 - CONTRACTOR-INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL �f 'S,�o� �A�r��
<br /> LIGHT FRAMING (STUDS) HEM-FIR STUD 675 800 ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ��, o
<br /> ONLY WILL NOT SATISFY THIS REQUIREMENT.
<br /> 2x JOISTS AND PLANKS HEM-FIR #2 850 -
<br /> DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION.WHERE CONDITIONS ARE NOT
<br /> PLATES AND BLOCKING HEM-FIR #2 850 - SPECIFICALLY INDICATED BUT ARE OF A SIMILAR CHARACTER TO DETAILS SHOWN,SIMILAR DETAILS OF ��, ��s .�
<br /> 6x AND LARGER BEAMS AND DOUG-FIR #2 875 _ CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ssIa1VAL �
<br /> STRINGERS ENGINEER.
<br /> 4x AND SMALLER BEAMS AND HEM-FIR #2 850 - �/19/I�
<br /> STRINGERS LEGEN D
<br /> ALL POSTS AND TIMBERS DOUG-FIR #1 1200 1000
<br /> REFER TO PLAN NOTES, SCHEDULES,AND DETAILS FOR MORE SPECIFIC LUMBER SIZE AND GRADE REQUIREMENTS. DEFINITION SYMBOL DEFINITION SYMBOL
<br /> DIRECTION OF NATIVE SOIL — —
<br /> UNLESS NOTED OTHERWISE IN THE PIANS,ALL WOOD AND WOOD-BASED MEMBERS EXPOSED TO WEATHER OR IN FRAMING - - - -
<br /> CONTACT WITH CONCRETE, MASONRY, OR WITHIN 8 OF SOIL SHALL BE PRESERVATIVE-TREATED BY EXTENT OF
<br /> VACUUM-PRESSURE IMPREGNATION IN ACCORDANCE WITH AWPA STANDARD U1. FRAMING GRANUTAR FILL
<br /> NAILS, BOLTS,AND METAL CONNECTORS FOR WOOD COLUMNS
<br /> � STRUCTURAI STEEL
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<br /> ALL NAILS SHALL CONFORM TO THE STANDARDS SET FORTH BY THE NATIONAL DESIGN STANDARDS(NDS) FOR P J
<br /> COLUMN BEARING Z
<br /> WOOD CONSTRUCTION, LATEST EDITION. NAILING NOT SPECIFIED SHALL BE PER IBC TABLE 2304.10.1 NAILING ON BEAM RATED SHEATHING Q �
<br /> SCHEDULE.ALL NAILS CALLED OUT ON PLANS SHALL BE COMMON NAILS UNLESS NOTED OTHERWISE AND SHALL � a
<br /> MEET OR EXCEED THE FOLLOWING MINIMUM GUIDELINES: BEAM CONTINUOUS �' SHEAR WALL Z � W
<br /> NAII SHANK{6 MIN LENGTH OVER SUPPORT e (SEE SCHEDULE) SWX � ? � `
<br /> 8d COMMON 0.131QJ 2 1/2" SHANK a N W
<br /> CONCRETE WALL � COLUMN MARK �,� �
<br /> 10d COMMON 0.1480 3" SHANK . (S E E S C H E D U L E) / �
<br /> � � �
<br /> 12d COMMON 0.148f� 3 1/4" SHANK BEARING STUD FOOTING MARK O WQ a Q
<br /> WALL (SEE SCHEDULE)
<br /> 16d COMMON 0.162PJ 3 1/2"SHANK
<br /> NON-BEARING --- ( HOLDOWN MARK
<br /> lOd BOX NAILS MAY BE SUBSTITUTED FOR 8d COMMON NAILS WITH NO CHANGE IN NAIL SPACING. FRAMING STUD WALL � -------------- ---J (SEE SCHEDULE) �
<br /> � �
<br /> MEMBERS MAY BE NAILED WITH 16d SINKERS (0.148"q�x 3 1/4"), BUT ONLY 16d COMMON NAILS SHALL BE USED BEARING STUD HANGER MARK w \ \ �
<br /> WHERE 16d NAlLS ARE INDICATED IN THIS DRAWING SET. ENGINEER MAY APPROVE OTHER NAILS IF NAIL LABELS X � � �
<br /> ARE SUBMITTED TO ENGINEER PRIOR TO START OF CONSTRUCTION. SHEAR WALL (SEE SCHEDULE) O
<br /> NON-BEARING FLAG NOTE O O
<br /> ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS STUD SHEAR WALL (SEE PLAN NOTESj � Y
<br /> OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. LEAD HOLES FOR LAG BOLTS SHALL BE BORED FOR THE � �
<br /> SHANK AND THREADED PORTIONS PER NDS 11.1.3. CMU WALL STEEL MOMENT �/� �
<br /> FRAME CONN. �—V
<br /> CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG-TIE" BY SIMPSON COMPANY,CATALOG DESIGN: SDT
<br /> TO BE THE LATEST EDITION, OR ENGINEER APPROVED EQUAL. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE
<br /> WITH THE MANUFACTURER'S RECOMMENDATIONS AND WITH THE NUMBER AND SIZE OF FASTENERS AS SPECIFIED ABBREVIATIONS DRAWN: ZOS
<br /> BY THE MANUFACTURER. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE NAILS,
<br /> SCREWS, OR BOLTS IN EACH MEMBER. (A) ABOVE GLB GLUE-LAMINATED BEAM CHECK: MTM
<br /> INSTALL SOLID BLOCKING AT ALL BEARING POINTS. ALL SHIMS SHALL BE SEASONED, DRIED, AND THE SAME GRADE AB ANCHOR BOLT HORIZ HORIZONTAL JOB NO: 17264.1 0
<br /> (MINIMUM)AS MEMBERS CONNECTED. ALT ALTERNATE KP KING POST
<br /> _ DATE: 08/1 7/17
<br /> GALVANIZATION ARCH ARCHITECT KSI KIPS PER SQUARE INCH
<br /> (B) BELOW L AN6LE �
<br /> UNLESS NOTED OTHERWISE,STEEL CONNECTORS IN CONTACT WITH TREATED WOOD SHALL BE GALVANIZED Z °
<br /> BD BAR DIAMETER MECH MECHANICAL �
<br /> ACCORDING TO THE FOLLOWING TABLE: Q
<br /> BLKG BLOCKING MF MOMENT FRAME �
<br /> UNTREATED ACQ-C CBA-A OTHER OTHER PT W J
<br /> GALVANIZATION NJOOD CCA-C SBX ACQ-D CA-B BORATE ACZA WOOD BM BEAM MTL METAL ^
<br /> � I.L
<br /> G90 X X X BOT BOTTOM NS NEAR SIDE
<br /> G185 X X X X X X BRNG BEARING OC ON CENTER W �
<br /> HDG X X X X X X BTWN BETWEEN OPP OPPOSITE � W
<br /> Q
<br /> STT300 X X X X X X X X CJP COMPLETE JOINT PENETRATION PL PLATE � � �
<br /> G90=0.90 OZ. OF ZINC PER SQUARE FOOT OF AREA CLR CLEAR PLCS PLACES QQ
<br /> G185 = 1.85 OZ. OF ZINC PER SQUARE FOOT OF AREA CMU CONCRETE MASONRY UNIT PSI POUNDS PER SQUARE INCH Q
<br /> HDG = HOT DIP GALVANIZED �
<br /> SST300=TYPE 316L STAINLESS STEEL COL COLUMN PSF POUNDS PER SQUARE FOOT W Z
<br /> RATED SHEATHING CONC CONCRETE P/T POST TENSIONED _ �
<br /> '_ �_ — — ---- — — ----._ — Q
<br /> CONN CONNECTION PT PRESSURE TREATED � '— — — ---- — �
<br /> RATED SHEATHING SHALL BE GRADE C-D INT-APA WITH EXTERIOR GLUE OR OSB SHEATHING WITH EXTERIOR GLUE — '—
<br /> IN CONFORMANCE WITH IBC STANDARD 2303.1.4. CONT CONTINUOUS REINF REINFORCING � 1 1 (n N
<br /> COORD COORDINATE REQ'D REQUIRED S2.1 52.2
<br /> TYPICAL FRAMING NOTES � ` - � , Z W
<br /> DBL DOUBLE SCHED SCHEDULE � � � �—
<br /> .-
<br /> 1. DIAPHRAGM NAILING � � � � �� §� ,� '` W
<br /> DET DETAIL SIM SIMILAR [ �''� � � � � O
<br /> — , e�—
<br /> ALL SHEAR WALLS, FLOOR AND ROOF DIAPHRAGM NAILINGS SHALL BE AS CALLED OUT ON SCHEDULES OR ON THE ' � � � � '
<br /> _ �
<br /> _F ..
<br /> DIA DIAMETER SOG SLAB ON GRADE � : � ` .' ;' ,�"` . ' F�' ,�� �` , ,�`' /,� ,��' - ,,� , ��.� J�T-�;� _� �, .;._ _f,.v.�_ �.�__ .,. �' � ~ O 7
<br /> PLANS. EXTERIOR WALLS NOT INDICATED AS SHEAR WALLS SHALL BE SHEATHED AND NAILED TO SUPPORTING ~
<br /> ; I � W L
<br /> � `' rtf � ,�' .� . ' �` � � ��'' �;__� ,�`�F N
<br /> �� �� DIM DIMENSION STD STANDARD ( '
<br /> FRAMING WITH 8d NAILS AT 6 OC AT ALL PANEL EDGES AND 12 OC AT ALL INTERMEDIATE SUPPORTS. ��`` I ,�v�� � .,,,i� ;�'� Q W �
<br /> DIR DIRECTION STIFF STIFFENER � � ; . '` � _ % i ,� ,� i , � � , ,f'� ,f � �
<br /> THE USE OF NAIL GUNS WILL BE APPROVED IF NAILING INTO THE DIAPHRAGMS CAN BE INSTALLED FLUSH WITH `���"="'�`=� '`~ ��--�' �-�F..�=--�-��.�'__/._�� - s' � � ' � � J
<br /> , �
<br /> FACE OF SHEATHING. NAIL PENETRATIONS GREATER THAN 1/16"ARE NOT ACCEPTABLE. EA EACH STL STEEL � .: � � � ' � �,F� � I Q N Q Q
<br /> r�, �_ L�
<br /> ELEV ELEVATION SYMM SYMMETRICAL � ` A� r,�- � � ,
<br /> 2. ALLOWABLE STUD AND PLATE PENETRATIONS i �� � �"���� �� � ( � I � � �
<br /> ES EACH SIDE SW SHEARWALL �'�, � � i €;� W �
<br /> ; 1 ' ;
<br /> CUTTING AND/OR NOTCHING OF WOOD STUDS OR PLATES SHALL NOT EXCEED 25%OF THE STUD/PLATE WIDTH IN � ` ` � ' � ` !� �--�
<br /> EX EXISTING TOC TOP OF CONCRETE ��� '�� � � "� � ' ,'� � ~ �
<br /> EXTERIOR AND BEARING WALLS AND SHALL NOT EXCEED 40%OF THE STUD/PLATE WIDTH IN ANY NON-BEARING � I ,��/ � - - ' � �..' �
<br /> 0 o EXP EXPANSION TOS TOP OF STEEL ' ` � � ��
<br /> PARTITIONS. BORED HOLE DIAMETER IS UMITED TO 40/OF STUD/PLATE WIDTH IN ANY STUD AND MAY BE 60/a IN � , ; � .% ., ! � � _
<br /> _ „ ,..
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<br /> NONBEARING PARTITIONS OR IF STUD IS DOUBLED. MAINTAIN 5/8" MINIMUM EDGE DISTANCE FROM HOLE EDGE. FLR FLOOR TOW TOP OF WALL � '� � � ,�E��`��r�;' �� � �-` ��.d� � " � I � W � �
<br /> � a� ; �
<br /> FDN FOUNDATION TYP TYPICAL � � ' �� �� �� `�� ���� � � � I..L�
<br /> 3. GYPSUM WAILBOARD NAILING � ` , r � � � ;' � � e— W �
<br /> ;
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<br /> ALL GYPSUM WALLBOARD SHAIL BE NAILED TO ALL STUDS AND TOP AND BOTTOM PLATES WITH 6d COOLER NAILS FTG FOOTING UNO UNLESS NOTED OTHERWISE I � , ��-s _ ., _ :, _ � °�' � I �� � � — � � �/ /� �
<br /> � �� � ��' � ___� `�� ,� �:�� �� , � _� ' � � 2 N W
<br /> OR N0. 13 GAUGE x 1 5/8" @ 7" OC(5d COOLER NAILS FOR 1/2 INCH GYPSUM SHEATHING).TYPICAL UNLESS NOTED FS FAR SIDE VERT VERTICAL I ' � � v , � '
<br /> OTHERWISE. INSTALLATION OF GWB SHALL BE SUCH THAT JOINTS ARE STAGGERED ON EACH SIDE OF A SINGLE GC GENERAL CONTRACTOR WF WIDE FLANGE
<br /> WALL �_ — —
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