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<br /> a
<br /> STRIJCT' URAL
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<br /> (THESE NOTES ARE TYPICAL UNLESS NOTED OR DETAILED OTHERWISE ON DRAWINGS) ��������'�
<br /> CODE PRE-MANUFACTURED WOOD TRUSSES DMONDS, WASHINGTON 9 020 �
<br /> � LEGEND
<br /> ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, WOOD TRUSSES SHALL BE SIZED AND DETAILED TO FIT DIMENSIONS AND LOADS INDICATED ON THE PLANS.ALL PHONE (425� 778-8500
<br /> SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE(IBC), 2015 EDITION. SPECIFICATIONS AND STANDARDS DESIGN SHALL BE IN ACCORDANCE WITH THE ALLOWABLE VALUES AND SECTION PROPERTIES ASSIGNED BY THE DEFINITION SYMBOL DEFINITION SYMBOL F A X (425� 778�5536
<br /> WHERE REFERENCED ON THE DRAWINGS ARE TO BE THE LATEST EDITION. BUILDING CODE. SUBMIT SHOP DRAWINGS FOR ENGINEER REVIEW PRIOR TO FABRICATION. CALCULATIONS AND —
<br /> SHOP DRAWINGS SHALL BE SIGNED BY A PROFESSIONAL ENGINEER REGISTERED IN THE SAME STATE AS THE DIRECTION OF NATIVE SOIL I I I—I I I—I I I—I I I—I I I
<br /> DESIGN LOADS PROJECT,TRUSS DESIGN AND SHOP DRAWWGS SHALL BE IN CONFORMANCE WITH IBC 2303.4 FRAMING - - - - -
<br /> EXTENT OF ��..._� GRANULAR FILL
<br /> DEAD LOADS PROVIDE TEMPORARY BRACING UNTIL SHEATHING AND RERMANENT BRACING IS INSTALLED. MANUFACTURER FRAMING
<br /> ROOF 15 PSF SHALL PROVIDE ALL SPECIALTY ITEMS REQUIRED FOR A COMPLETE INSTALLATION OF JOISTS. INSTALL PER
<br /> MANUFACTURER'S RECOMMENDATIONS. COLUMNS � � STRUCTURAL STEEL
<br /> L1VE LOADS:
<br /> ROOF (SNOW LOAD) 25 PSF FOR TOP CHORD DESIGN LIVE LOADS, REFER TO THE DESIGN LOAD SECTION. IN ADDITION TO ROOF LOADING LISTED P ��
<br /> COLUMN BEARING
<br /> IN THE DESIGN LOAD SECTION, ROOF TRUSSES SHALL BE DESIGNED FOR A BOTTOM CHORD LIVE LOAD OF 10 PSF. RATED SHEATHWG
<br /> STATEMENT OF SPECIAL INSPECTIONS TOP AND BOTTOM CHORD LIVE LOAD DO NOT NEED TO BE DESIGNED FOR SIMULTANEOUSLY. ON BEAM �--�-- .
<br /> BEAM CONTINUOUS �' SHEAR WALL
<br /> SPECIAL INSPECTIONS ARE REQUIRED AS INDICATED IN THE FOLLOWING TABLE.THE CONTRACTOR SHALL SUBMIT A IN ADDITION TO THEIR SELF WEIGHT, ROOF TRUSSES SHALL BE DESIGNED FOR A TOP CHORD DEAD LOAD OF 5 PSF 0 SWX
<br /> WRITTEN STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND OWNER PRIOR TO COMMENCEMENT OF AND A BOTTOM CHORD DEAD LOAD OF 10 PSF ACTING SIMULTANEOUSLY. SEE ARCHITECTURAL AND MECHANICAL OVER SUPPORT ��. (SEE SCHEDULE)
<br /> WORK IN ACCORDANCE WITH CHAPTER 1704.4 OF THE IBC. DRAWINGS FOR LOADS AND OPENINGS NOT SHOWN ON THE STRUCTURAL DRAWINGS. DEFLECTIONSSHALL NOT COLUMN MARK C�`
<br /> EXCEED L/360 FOR LIVE LOADS, OR L/240 FOR TOTAL LOADS. CONCRETE WALL (SEE SCHEDULE) / �;�,���
<br /> STRUCTURAL OBSERVATION OF THE STRUCTURAt SYSTEM BY THE ENGINEER IS NOT REQUIRED. � �oF �As�,rl�
<br /> TYPICAL FRAMING NOTES BEARING STUD FOOTING MARK �9'� �'�,
<br /> FREQUENCY AND DISTRIBUTION OF REPOR7S- WSPECTION REPORTS SHALL BE PROVIDED FOR EACH DAY ON SITE BY WALL (SEE SCHEDULE) O �� - �
<br /> SPECIAL INSPECTOR. STRUCTURAL OBSERVATION REPORTS SHALL BE PROVIDED AFTER EACH OBSERVATION. REPORTS 1. ROOF FRAMING
<br /> SHALL BE D15TRIBUTED TO THE CONTRACTOR,ARCHITECT, ENGINEER AND BUILDING OFFICIAL NON-BEARING -( HOLDOWN MARK �
<br /> � � � � � � � � PROVIDE TRUSS BLOCKING PANELS FOR ROOF TRUSSES AT SUPPORTS AND SHEAR WALLS, AND WHERE INDICATED STUD WALL � � �-�-� ����- �����:% (SEE SCHEDULE) � � � � � � � � � � � 4� �_4��a�, �
<br /> DE�ERRED APPFiOVAL ITEMS ON PLANS AND DETAILS. BEARING STUD HANGER MARK O �`sI�1VAL ��
<br /> SUBMITi'AL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT OR 2. DIAPHRAGM NAILING SHEAR WALL � (SEE SCHEDULE) .
<br /> ENGINEER OF RECORD WHO SHALL REVIEW THEM AND INDICATE THAT THE DEFERRED SUBMITTAL DOCUMENTS NON-BEARING FLAG NOTE � IO/IZ/I�
<br /> HAVE BEEN REVIEWED AND THAT THEY HAVE BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN ALL SHEAR WALLS, FLOOR AND ROOF DIAPHRAGM NAILINGS SHALL BE AS CALLED OUT ON SCHEDULES OR ON THE STUD SHEAR WALL (SEE PLAN NOTES)
<br /> OF THE BUILDING,THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTILTHEIR DESIGN AND PLANS. EXTERIOR WALLS NOT INDICATEDAS SHEAR WALLS SHALL BE SHEATHED AND NAILED TO SUPPORTING
<br /> SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY T�lE BUILDING OFFICIAL FRAMING WITH 8d NAILS AT 6" OC AT ALL PANEL EDGES AND 12" OC AT ALL INTERMEDIATE SUPPORTS. CMU WALL STEEL MOMENT �,/�,�
<br /> FRAME CONN. � �
<br /> 1. PREMANUFACTURED WOOD TRUSSES THE USE OF NAIL GUNS WILL BE APPROVED IF NAILING INTO THE DIAPHRAGMS CAN BE INSTALLED FLUSH WITH
<br /> FACE OF SHEATHING. NAIL PENETRATIONS GREATER THAN 1/16" ARE NOT ACCEPTABLE.
<br /> LUMBER
<br /> ABBREVIATIONS
<br /> ALL GRADES SPECIFIED ARE MINIMUM GRADES REQUIRED.ALL LUMBER SHALL BE IN ACCORDANCE WITH WWPA 3. GYPSUM WALLBOARD NAILING -
<br /> (A) ABOVE GLB GLUE-LAMINATED BEAM
<br /> GRADING RULES, KILN-DRIED TO MC 19 AND OF THE FOLLOWING MINIMUM STANDARDS: ALL GYPSUM WALLBOARD SHALL BE NAILED TO ALL STUDS AND TOP AND BOTTOM PLATES WITH 6d COOLER NAILS
<br /> ' OR N0. 13 GAUGE x 1 5/8" @ 7" OC (5d COOLER NAILS FOR 1/2 1NCH GYPSUM SHEATHING).TYPICAL UNLESS NOTED AB ANCHOR BOLT HORIZ HORIZONTAL
<br /> SIZE CLASSIFICATION SPECIES GRADE Fb(PSI) Fc(PSI) OTHERWISE. INSTALLATION OF GWB SHALL BE SUCH THAT JOINTS ARE STAGGERED ON EACH SIDE OF A SINGLE ALT ALTERNATE KP KING POST N
<br /> SLEEPERS DOUG-FIR STUD 700 - WALL. J Z ,
<br /> ARCH ARCHITECT KSI KIPS PER SQUARE INCH Q �
<br /> � LIGHT FRAMING (STUDS) HEM-FIR STUD 675 800 (B) BELOW L ANGLE Z � w
<br /> �� EXIS7ING BUILDING
<br /> 2x J01STS AND PLANKS HEM-FIR #2 850 - BD BAR DIAMETER MECH MECHANICAL p � �
<br /> ' PLATES AND BLOCKING HEM-FIR #2 850 - CONTRACTOR SHALL VERIFY ALL DIMENSIONS, MEMBER SIZES AND CONbITIONS OF THE EXISTING BUILDING BLKG BLOCKING MF MOMENT FRAME d, � w
<br /> � DEPICTED IN THE DRAWINGS,AND NOTIFYTHE STRUCTURAL ENGINEER OF ANY DISCREPANCIES FOR POSSIBLE
<br /> 6x AND LARGER BEAMS AND DOUG-FIR #2 875 - REDESIGN. BM BEAM MTL METAL U � �
<br /> STRINGERS
<br /> 4x AND SMALLER BEAMS AND CONTRACTOR RESPONSIBLE FOR COMPLETELY SEALING ALL AREAS WHERE EXISTWG ROOF MATERIAL IS BOT BOTTOM NS NEAR SIDE w w O
<br /> ' S T R W G E R S HEM-FIR #2 850 - P E N E T R A T E D O R R E M O V E D. P R O V I D E W A T E R P R O O F I N G A S R E Q U I R E D B Y T H E A R C H. B R N G B E A R I N G O C O N C E N TE R � a �
<br /> �
<br /> ALL POSTS AND TIMBEF�S DOUG-FIR #1 1200 1000 GENERAL BTWN BETWEEN OPP OPPOSITE
<br /> n h
<br /> ' REFER TO PLAN NOTES, SCHEDULES,AND DETAILS FOR MORE SPECIFIC LUMBER SIZE AND GRADE REQUIREMENTS. CJP COMPLETE JOINT PENETRATION PL PLATE � � N
<br /> STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL, CIVIL, ELECTRICAL,AND
<br /> UNLESS NOTED OTHERWISE IN THE PLANS, ALL WOOD AND WOOD-BASED MEMBERS EXPOSED TO WEATHER OR IN MECHANICAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CLR CLEAR PLCS PLACES � O O
<br /> CONTACT WITH CONCRETE, MASONRY, OR WITHIN 8" OF SOIL SHALL BE PRESERVATIVE-TREATED BY CONDITIONS FOR COMPATIBILITY BEFORE PROCEEDING.ANY DISCREPANCIES SHALL BE BROUGHT TO THE CMU CONCRETE MASONRY UNIT PSI POUNDS PER SQUARE INCH � �
<br /> ATTENTION OF THE ARCHITECT BEFORE PROCEEDING.
<br /> VACUUM-PRESSURE IMPREGNATION IN ACCORDANCE WITH AWPA STANDARD UL COL COLUMN PSF POUNDS PER SQUARE FOOT Y�
<br /> NAILS, BOLTS,AND METAL CONNECTORS FOR WOOD CONTRACTOR TO SEE ARCHITECTURAL, CIVIL, ELECTRICAL AND MECHANICAL DRAWINGS FOR SIZE AND LOCATION CONC CONCRETE P/T POST TENSIONED Q
<br /> ; OF PIPE,VENT, DUCT AND OTHER OPENINGS AND DETAILS NOT SHOWN ON THESE DRAWINGS. �
<br /> CONN CONNECTION PT PRESSURE TREATED
<br /> ALL NAILS SHALL CONFORM TO THE STANDARDS SET FORTH BY THE NATIONAL DESIGN STANDARDS(NDS) FOR CONTRACTOR SHALL BE RESPONSIBLE FOR ERECTION STABILITY AND TEMPORARY SHORING AS NECESSARY UNTIL DESIGN: SDT
<br /> WOOD CONSTRUCTION, LATEST EDITION. NAILING NOT SPECIFIED SHALL BE PER IBC TABLE 2304.10.1 NAILING PERMANENT SUPPORT AND STIFFENING ARE INSTALLED. CONT CONTINUOUS REINF REINFORCING
<br /> SCHEDULE.ALL NAILS CALLED OUT ON PLANS SHALL BE COMMON NAILS UNLESS NOTED OTHERWISE AND SHALL COORD COORDINATE REQ'D REQUIRED DRAWN: JCP
<br /> MEET OR EXCEED THE FOLLOWING MINIMUM GUIDELINES: CONTRACTOR-INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL
<br /> '' NAII SHANK�D MIN LENGTH ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS DBL DOUBLE SCHED SCHEDULE CH ECK: MTM
<br /> � ONLY WILL NOTSATISFYTHIS REQUIREMENT. DET DETAIL SIM SIMILAR JOB NO: 1731 9.1 0
<br /> 8d COMMON 0.131Q1 2 1/2" SHANK �
<br /> I' 10d COMMON 0.148f11 3" SHANK DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT DIA DIAMETER SOG SLAB ON GRADE DATEc 1 0�1 2�1 7
<br /> SPECIFICALLY INDICATED BUT ARE OF A SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF DIM DIMENSION STD STANDARD
<br /> 12d COMMON 0.148Q1 3 1/4" SHANK CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL
<br /> ENGINEER. DIR DIRECTION STIFF STIFFENER
<br /> ! 16d COMMON 0.162fd 3 1/2" SHANK
<br /> ; EA EACH STL STEEL
<br /> 10d BOX NAILS MAY BE SUBSTITUTED FOR 8d COMMON NAILS WITH NO CHANGE IN NAIL SPACING. FRAMING ELEV ELEVATION SYMM SYMMETRICAL
<br /> MEMBERS MAY BE NAILED WITH 16d SINKERS (0.148"�x 3 1/4"), BUT ONLY 16d COMMON NAILS SHALL BE USED
<br /> WHERE 16d NAILS ARE INDICATED IN THIS DRAWING SET. ENGINEER MAY APPROVE OTHER NAILS IF NAIL LABELS ES EACH SIDE SW SHEARWALL
<br /> ' ARE SUBMITTED TO ENGINEER PRIOR TO START OF CONSTRUCTION. EX EXISTING TOC TOP OF CONCRETE
<br /> ;
<br /> ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS EXP EXPANSION TOS TOP OF STEEL
<br /> I� 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. FLR FLOOR TOW TOP OF WALL ,
<br /> FDN FOUNDATION TYP TYPICAL W
<br /> CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG-TIE" BY SIMPSON COMPANY, CATALOG �
<br /> ; TO BE THE LATEST EDITION, OR ENGINEER APPROVED EQUAL. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE FTG FOOTING UNO UNLESS NOTED OTHERWISE „Q
<br /> WITH THE MANUFACTURER'S RECOMMENDATIONS AND WITH THE NUMBER AND SIZE OF FASTENERS AS SPECIFIED FS FAR SIDE VERT VERTICAL �
<br /> BY THE MANUFACTURER. WNERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE NAILS,
<br /> SCREWS, OR BOLTS IN EACH MEMBER. GC GENERAL CONTRACTOR WF WIDE FLANGE �
<br /> � INSTALL SOLID BLOCKWG AT ALL BEARING POINTS.ALL$HIMS SHALL BE SEASONED, DRIED, AND THE SAME GRADE Q
<br /> , (MINIMUM)AS MEMBERS CONNECTED.
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<br /> � �
<br /> GALVANIZATION �
<br /> LL Z w
<br /> i UNLESS NOTED OTHERWISE, STEEL CONNECTORS IN CONTACT WITH TREATED WOOD SHALL BE GALVANIZED � �...
<br /> ACCORDING TO THE FOLLOWING TABLE: � '
<br /> w ., � O
<br /> _ J
<br /> AC -C ER OTHER PT I'—'
<br /> UNTREATED Q
<br /> CBA A OTH
<br /> GALVANIZA710N CCA-C SBX ACZA O �
<br /> WOOD ACQ-D CA-B BORATE WOOD � V� N
<br /> G90 X X X �
<br /> � �
<br /> 0
<br /> �
<br /> G185 X X X X X X �
<br /> DG X X X X X X � �
<br /> H N � Q �
<br /> STT300 X X X X X X X X
<br /> � � �
<br /> ' G90=0.90 OZ. OF ZINC PER SQUARE FOOT OF AREA }— W p�
<br /> � G185 = 1.85 OZ. OF ZINC PER SQUARE F007 OF AREA � � � �
<br /> � HDG = HOT DIP GALVANIZED
<br /> � C.) � � .
<br /> SST300=TYPE 316L STAINLESS STEEL .. ` � � � �
<br /> RATED SHEATHING
<br /> RATED SHEATHING SHALL BE GRADE C-D INT-APA WITH EXTERIOR GLUE OR OSB SHEATHING WITH EXTERIOR GLUE
<br /> _ � w �"_ �'
<br /> � / ^ �
<br /> W CONFORMANCE WITH IBC STANDARD 2303.1.4. (..� � W V J J
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<br /> SHEET:
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