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STRUCTURAL NOTES 4=
<br /> (THESE NOTES ARE TYPICAL UNLESS NOTED OR DETAILED OTHERWISE ON DRAWINGS)
<br /> (2)ROWS OF(16)0.148"0 NAILS EA
<br /> CODE •
<br /> END,(32)TOTAL PER NOTE 3,NP y^`s NOTES:
<br /> ALL MATERIALS,WORKMANSHIP,DESIGN,AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS,SPECIFICATIONS,AND THE �.' " 1.PROVIDE 0.148"0 x 3"NAILS,STAGGERED 0 24"OC W/11/2" ENGINEERING
<br /> INTERNATIONAL BUILDING CODE(IBC),2015 EDITION.SPECIFICATIONS AND STANDARDS WHERE REFERENCED ON THE DRAWINGS '\ EMBED.
<br /> ARE TO BE THE LATEST EDITION. /� `\ SISTER NEW 2x6 DF#1 2.PROVIDE 19/32 PLYWOOD GUSSET(G=0.5 MIN);STAGGER NAILS 250 4TH AVE. S. SUITE 200
<br /> •
<br /> TO EXIST TOP CHORD TO MEET SPACING REQUIREMENTS PER NOTE 3. EDMONDS, WASHINGTON 98020
<br /> DESIGN LOADS /./-- � PER NOTE 1 3.PRE-BORE NAIL HOLES AND PROVIDER MINIMUM NAIL SPACING
<br /> / / "� � \ -. OF 11/2"WITH 1"EDGE DISTANCE.PROVIDEAMINIMUM NAIL PHONE (425) 778-8500
<br /> DEAD LOADS: / � / ��,��� EMBEDMENT OFI I/2"
<br /> ROOF 12 PSF / .` // \\\ 4.DO NOT REMOVE OR NAIL THROUGH EXIST TRUSS PLATES. FAX (425) 778-5536
<br /> I ~ -�\ S.IF WOOD SPLITS,PRE-DRILL HOLES AND USE WOOD SCREWS OF
<br /> LIVE LOADS: \ \\
<br /> ROOF(SNOW LOAD) 25 PSF INFILL CUTS W/DF#1 SAME DIAMETER IN LIEU OF NAILS.
<br /> / `\�
<br /> SHIMS 0 SIM SECTION \
<br /> (LIVE LOADS ARE REDUCED WHERE PERMISSIBLE PER IBC SECTION 1607.10). / / .
<br /> LUMBER /"` l/" ( `\ \. NAILSEA) S ND,(32)TOTAL jMOT7ryTLr
<br /> • / • / \ PER NOTE 3,TYP �.+ ";
<br /> ALL GRADES SPECIFIED ARE MINIMUM GRADES REQUIRED.ALL LUMBER SHALL BE IN ACCORDANCE WITH WVVPA GRADING (2)ROWS OF(16)0.148"0 �; ;/ �\� WA I>
<br /> RULES,KILN-DRIED TO MC 19 AND OF THE FOLLOWING MINIMUM STANDARDS: NAILS EA END,(32)TOTAL \ \. Q y S
<br /> PER NOTE 3,TYP / j ( - A •lIA
<br /> SIZE CLASSIFICATION SPECIES GRADE - Fb(PSI) Fc(PSI) / - �\�\ • A w e� /,
<br /> SLEEPERS DOUG-FIR STUD 700 - ',,i10.-1
<br /> / /� "��. ~ "'/
<br /> « `�' �� -�� "
<br /> LIGHT FRAMING(STUDS) HEM-FIR STUD 675 800 -' '
<br /> rn
<br /> 2x JOISTS AND PLANKS HEM-FIR #2 850 /-f �..... ---_ __ _...._� _.._,.._ _._.__—_.___ . .__ .,.., .._._.........._ ..,, _�
<br /> PLATES AND BLOCKING HEM-FIR #2 850 - • ..i EXIST TRUSS PLATE TO \\ "'' .. .
<br /> 6x AND LARGER BEAMS AND DOUG-FIR #2 875 REMAIN,TYP `J ��
<br /> •C�i _ 46548 �S
<br /> STRINGERS `TUR q
<br /> 4x AND SMALLER BEAMS AND HEM-FIR #2 850 - "" " 1Nj SIGNAL #(.
<br /> STRINGERS
<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. OJ/ISI/�,/I/�
<br /> l
<br /> UNLESS NOTED OTHERWISE IN THE PLANS,ALL WOOD AND WOOD-BASED MEMBERS EXPOSED TO WEATHER OR IN CONTACT TRUSS SECTION DESIGN: CGP
<br /> WITH CONCRETE,MASONRY,OR WITHIN 8"OF SOIL SHALL BE PRESERVATIVE-TREATED BY VACUUM-PRESSURE IMPREGNATIONCD
<br /> IN ACCORDANCE WITH AWPA STANDARD Ul. SCALE: 1/4"=1'-0"
<br /> (12)0.148"0 NAILS,(24) DRAWN: ATD
<br /> NAILS,BOLTS,AND METAL CONNECTORS FOR WOOD TOTAL;SEE NOTE 2
<br /> ALL NAILS SHALL CONFORM TO THE STANDARDS SET FORTH BY THE NATIONAL DESIGN STANDARDS(NDS)FOR WOOD � CHECK: MTM
<br /> CONSTRUCTION,LATEST EDITION.NAILING NOT SPECIFIED SHALL BE PER IBC TABLE 2304.10.1 NAILING SCHEDULE.ALL NAILS (4)0.148"0 NAILS, / % �.
<br /> CALLED OUT ON PLANS SHALL BE COMMON NAILS UNLESS NOTED OTHERWISE AND SHALL MEET OR EXCEED THE FOLLOWING SEE NOTED /";/ \ (4)0.148"0 NAILS, JOB N0: "19057.10
<br /> MINIMUM GUIDELINES: ' " \" SEE NOTE 2
<br /> NAIL SHANK 0 MIN LENGTH i ,..-->/- // %\
<br /> �7e / � /i ` DATE: 03/14/19
<br /> 8d COMMON 0.1310 2 1/2"SHANK (4)0.148"0 NAILS,
<br /> fX�,�d i,.. (4)0.148"O NAILS,
<br /> SEE NOTE 2 �a SEE NOTE 2 Cr)10d COMMON 0:1480 3"SHANK // g,{4 \;1'� V r n
<br /> i (2 ( 0
<br /> 10d COMMON 0.1480 31"SHANK
<br /> 0/// . �//
<br /> 16d COMMON 0.1820 312"SHANK (4)4148"0 NAILS, " J
<br /> SEE NOTED \ 000000p..."
<br /> f :� \ (4)0.148"O NAILS, Q /'��
<br /> 10d BOX NAILS MAYBE SUBSTITUTED FOR 8d COMMON NAILS WITH NO CHANGE IN NAIL SPACING,FRAMING MEMBERS MAYBE ` / ! \ SEE NOTE 2 0— W
<br /> NAILED WITH 16d SINKERS(0.148"0 x 3 1/4"),BUT ONLY 16d COMMON NAILS SHALL BE USED WHERE 16d NAILS ARE INDICATED IN �j9 x - NEW SISTERED %
<br /> THIS DRAWING SET-ENGINEER MAY APPROVE OTHER NAILS IF NAIL LABELS ARE SUBMITTED TO ENGINEER PRIOR TO START OF /4. 2x6 BEHIND %- L/-�V/
<br /> CONSTRUCTION. / % (4)0.148"0 NAILS, l SE NOTE0 NAILS/ 'Y 1:
<br /> 40000/11000"
<br /> :� SEE NOTED j O 0 \" SEE NOTE
<br /> ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307.PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS (11)0.148"0 �/ 4 0.148" NAILS, Lai
<br /> AND LAG SCREWS BEARING ON WOOD.LEAD HOLES FOR LAG BOLTS SHALL BE BORED FOR THE SHANK AND THREADED PORTIONS NAILS,SEE ;/ \\ /
<br /> PER NDS 11.1.3. NOTE 2 �_ (4)0.148"0 NAILS, SEE NOTE 2 / /
<br /> ' SEE NOTE 2 \ \I (11)0.148'0 NAILS, CD a
<br /> CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE"STRONG-TIE"BY SIMPSON COMPANY,CATALOG TO BE THE ' #%� �k� '' .P* SEE NOTE 2
<br /> LATEST EDITION,OR ENGINEER APPROVED EQUAL CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE / •• ,—._...._._.........___.__...._.__...._—_ ._ ...—_ 'i' 'i' 3' $...__... L ke.-
<br /> Q
<br /> MANUFACTURER'S RECOMMENDATIONS AND WITH THE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY THE MANUFACTURER. �,/ x'' - '"-\�� = 7
<br /> WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS,PLACE ONE-HALF OF THE NAILS,SCREWS,OR BOLTS IN EACH MEMBER. :/ , EXIST TRUSS PLATE TO ( \ L
<br /> INSTALL SOLID BLOCKING AT ALL BERING POINTS.ALL SHIMS SHALL BE SEASONED,DRIED,AND THE SAME GRADE(MINIMUM)AS a NG, R
<br /> MEMBERS CONNECTED. - NAILING THHROOUGHUGH
<br /> � Q
<br /> _ EXIST TRUSS PLATE
<br /> GALVANIZATION - .,�,"•V LL
<br /> W N
<br /> UNLESS NOTED OTHERWISE,STEEL CONNECTORS IN CONTACT WITH TREATED WOOD SHALL BE GALVANIZED ACCORDING TO ♦2 c O
<br /> THE FOLLOWING TABLE: LL /�' L
<br /> UNTREATED ACQ-C CBA-A OTHER OTHER PT `W '--
<br /> WOOD
<br /> GALVANIZATION CCA-C SBX ACQ-D CA-B BORATE ACZA WOOD TRUSS SECTION OPPOSITE SIDE
<br /> G90 X X X SCALE: 1/4,.=l'-0" ~/�/ O
<br /> —
<br /> HDGG185 X X X X X X ) I I I I I ( Z O J
<br /> HDG X X X X X X . S L
<br /> 57300 X X X X X X X X L.._._.........—.__ _..____....__._ L-I Z
<br /> G90=0.90OZ.OF ZINC PER SQUARE FOOT OF AREA J
<br /> G185=1.85 OZ.OF ZINC PER SQUARE FOOT OF AREA (3)2x4 HF#2 F- V")
<br /> / )
<br /> "
<br /> HDG=HOT DIP GALVANIZED J
<br /> Q Q
<br /> SST300=TYPE 316L STAINLESS STEEL .
<br /> EXISTING BUILDING 0.148"0 X 3"NAILS @ 6"OC, - it,A Ch
<br /> STAGGERED BOTH SIDES U
<br /> CONTRACTOR SHALL VERIFY ALL DIMENSIONS,MEMBER SIZES AND CONDITIONS OF THE EXISTING BUILDING DEPICTED IN THE - Q
<br /> DRAWINGS,AND NOTIFY THE STRUCTURAL ENGINEER OF ANY DISCREPANCIES FOR POSSIBLE REDESIGN. " F-
<br /> o
<br /> CONTRACTOR RESPONSIBLE FOR COMPLETELY SEALING ALL AREAS WHERE EXISTING ROOF MATERIAL IS PENETRATED OR REMOVED. I
<br /> PROVIDE WATER PROOFING AS REQUIRED BY THE ARCH. (4)0.148"x3" . V W U
<br /> GENERAL NAILS EACH END, /'�/
<br /> BOTH SIDES L f. D
<br /> STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL,CIVIL,ELECTRICAL,AND MECHANICAL DRAWINGS
<br /> FOR BIDDING AND CONSTRUCTION.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS FOR COMPATIBILITY BEFORE
<br /> PROCEEDING.ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING. O W
<br /> CONTRACTOR TO SEE ARCHITECTURAL,CIVIL,ELECTRICAL AND MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF PIPE,VENT, / . N > I-
<br /> DUCT AND OTHER OPENINGS AND DETAILS NOT SHOWN ON THESE DRAWINGS. /'' --- - --"---"-.._.._ ,.,_.,„,,__.__...___,___�_.,_,___,_J .Q
<br /> 1W (/)
<br /> CONTRACTOR SHALL BE RESPONSIBLE FOR ERECTION STABILITY AND TEMPORARY SHORING AS NECESSARY UNTIL PERMANENT __ .� ----`----- -'—' r
<br /> SUPPORT AND STIFFENING ARE INSTALLED- /'
<br /> CONTRACTOR-INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR - /
<br /> /
<br /> APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION.CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS ---------.-.
<br /> REQUIREMENT.
<br /> DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OP CONSTRUCTION.WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED . q` (;,,,,,9 TRUSS 2 REPAIR
<br /> BUT ARE OF A SIMILAR CHARACTER TO DETAILS SHOWN,SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED,SUBJECT TO REVIEW
<br /> AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. 1 / v SCALE: 1/2”=1'-0" a
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