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<br /> STRUCTURAL NOTES
<br /> (THESE NOTES ARE TYPICAL UNLESS NOTED OR DETAILED OTHERWISE ON DRAWINGS)
<br /> CODE
<br /> ALL MATERIALS WORKMANSHIP DESIGN AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS � �
<br /> , , , ,
<br /> SPECIFICATIONS,AND THE INTERNATIONAL BUILDING CODE (IBC), 2015 EDITION. SPECIFICATIONS AND STANDARDS ENGINEERIIIIG
<br /> WHERE REFERENCED ON THE DRAWINGS ARE TO BE THE LATEST EDITION.
<br /> 250 4TH AVE. S., SUITE 200
<br /> DESIGN LOADS
<br /> IN 9 20
<br /> PHONE (425) 778-8500
<br /> FAX (425) 778-5536
<br /> DEAD LOADS:
<br /> ROOF 21 PSF
<br /> UVE LOADS: 3 'T
<br /> ROOF (SNOW LOAD) 30 PSF
<br /> *INCLUDES IS = 1.2(IMPORTANCE FACTOR)
<br /> LUMBER �
<br /> ALL GRADES SPECIFIED ARE MINIMUM GRADES REQUIRED.ALL LUMBER SHALL BE IN ACCORDANCE WITH WWPA , ,
<br /> GRADING RULES, KILN-DRIED TO MC 19 AND OF THE FOLLOWING MINIMUM STANDARDS: ` - '
<br /> � �, '
<br /> _ ----- ,
<br /> - - -- -
<br /> � � _ ---- -._ - _— I
<br /> SIZE CLASSIFICATION SPECIES GRADE Fb (P51) Fc(PSI) � � �, ; G�vy C�
<br /> �
<br /> 2x JOISTS AND PLANKS HEM-FIR #2 850 - - -- ` - - -- ' - - - G'��, � 'C�'
<br /> _ - - 2 - --- -__ o� RAs,g f S
<br /> PLATES AND BLOCKING HEM-FIR #2 850 - EXIS 28"TR SE �
<br /> @ 4'- " OC INFILL W/2x8 HF#2 F,� (�u�o ';- o
<br /> JOISTS @ 24"OC '
<br /> I __ � , ' I
<br /> REFER TO PLAN NOTES, SCHEDULES,AND DETAILS FOR MORE SPECIFIC LUMBER SIZE AND GRADE REQUIREMENTS. � _ EXIS 8 3/4" 24"GL ___ � EXIS 8 3 4" 2_4' GL ' 2��25
<br /> - ___
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<br /> UNLESS NOTED OTHERWISE IN THE PLANS,ALL WOOD AND WOOD-BASED MEMBERS EXPOSED TO WEATHER OR IN � I� J E IST 4x1 _ ! `�I�NAL �
<br /> CONTACT WITH CONCRETE, MASONRY, OR WITHIN 8"OF SOIL SHALL BE PRESERVATIVE-TREATED BY � � ~ 1 I i �i '
<br /> VACUUM-PRESSURE IMPREGNATION IN ACCORDANCE WITH AWPA STANDARD U1. � ! �
<br /> x , x - I�' 01/19/18
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<br /> NAILS, BOLTS,AND METAL CONNECTORS FOR WOOD N ; �
<br /> �
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<br /> ALL NAILS SHALL CONFORM TO THE STANDARDS SET FORTH BY THE NATIONAL DESIGN STANDARDS(NDS)FOR _ II�'i
<br /> WOOD CONSTRUCTION LATEST EDITION. NAILING NOT SPEGFIED SHALL BE PER IBC TABLE 2304.10.1 NAILING -"�- - �-- p"
<br /> SCHEDULE. ALL NAILS CALLED OUT ON PLANS SHALL BE COMMON NAILS UNLESS NOTED OTHERWISE AND SHALL EXI T 3 1;/�x 1 " GL
<br /> EXIST 8'x8' OPENING
<br /> MEET OR EXCEED THE FOLLOWING MINIMUM GUIDELINES: � +8�-��� T O B E I N F I L L E D ' Z ~
<br /> ��! W
<br /> NAIL SHANK{6 MIN LENGTH ---- � i I' O N
<br /> -- �!, ►-� I-
<br /> 8d COMMON 0.131QJ 2 1/2" SHANK I - � � �� ;!; � �
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<br /> �; � �
<br /> 10d COMMON 0.148(d 3"SHANK �' � � '��� W w
<br /> I�' oC a
<br /> 12d COMMON 0.1480 3 1/4°SHANK - EXIS 28"TR SE � � ��
<br /> �� @ 4�_ �� OC - ---- x x � I -_____ __ _
<br /> 16d COMMON 0.1620 3 1/2 SHANK v v i,; n
<br /> m m ,N, r-1
<br /> lOd BOX NAILS MAY BE SUBSTITUTED FOR 8d COMMON NAILS WITH NO CHANGE IN NAIL SPACING. FRAMING � � � ,�' � W �
<br /> MEMBERS MAY BE NAILED WITH 16d SINKERS (0.148"�x 3 1/4"), BUT ONLY 16d COMMON NAILS SHALL BE USED x x Q �
<br /> WHERE 16d NAILS ARE INDICATED IN THIS DRAWING SET. ENGINEER MAY APPROVE OTHER NAILS IF NAIL LABELS � "' "' � _ � O
<br /> ARE SUBMITTED TO ENGINEER PRiOR TO START OF CONSTRUCTION. � ! - -
<br /> ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS Z
<br /> OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. IEAD HOLES FOR LAG BOLTS SHALL BE BORED FOR THE
<br /> SHANK AND THREADED PORTIONS PER NDS 11.1.3. n � �
<br /> _ _ _ - -�,�Y I CT(���, __ - I -�
<br /> ��� _ _. - / ^
<br /> CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE°STRONG-TIE" BY SIMPSON COMPANY,CATALOG V
<br /> TO BE THE LATEST EDITION,OR ENGINEER APPROVED EQUAL. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE ' _- 7
<br /> WITH THE MANUFACTURER'S RECOMMENDATIONS AND WITH THE NUMBER AND SIZE OF FASTENERS AS SPECIFIED I I H �
<br /> BY THE MANUFACTURER. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE NAILS, Q W
<br /> SCREWS, OR BOLTS IN EACH MEMBER. �
<br /> � �
<br /> INSTALL SOLID BLOCKING AT ALL BEARIN6 POINTS. ALL SHIMS SHALL BE SEASONED, DRIED,AND THE SAME GRADE F"'♦ O �
<br /> (MINIMUM)AS MEMBERS CONNECTED. , � U
<br /> RATED SHEATHING � _ W W W �
<br /> RATED SHEATHING SHALL BE GRADE C-D INT-APA WITH EXTERIOR GLUE OR OSB SHEATHING WITH EXTERIOR GLUE _-- _ __ _ ___ __ -___ � � � � W
<br /> IN CONFORMANCE WITH IBC STANDARD 2303.1.4. Z
<br /> � O Q �
<br /> �
<br /> EXISTING BUILDING � � � w �
<br /> M � � �
<br /> CONTRACTOR SHALL VERIFY ALL DIMENSIONS, MEMBER SIZES AND CONDITIONS OF THE EXISTING BUILDING � v J
<br /> DEPICTED IN THE DRAWINGS,AND NOTIFY THE STRUCTURAL ENGINEER OF ANY DISCREPANCIES FOR POSSIBLE � � � W
<br /> RE°ES'�". PARTIAL ROOF FRAMING PLAN Z � E- � = p� .
<br /> CONTRACTOR RESPONSIBLE FOR COMPIETELY SEALING ALL AREAS WHERE EXISTING ROOF MATERIAL IS � SCALE: 1/8" = 1'-0" y � � O � W
<br /> PENETRATED OR REMOVED. PROVIDE WATER PROOFING AS REQUIRED BY THE ARCH.
<br /> GENERAL L � � �
<br /> I--I �.�..�
<br /> CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS FOR COMPATIBILITY BEFORE PROCEEDING. ANY � _ ` V
<br /> DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING. Q
<br /> � � M ,
<br /> , CONTRACTOR IS RESPONSIBLE FOR SIZE AND LOCATION OF PIPE, VENT, DUCT AND OTHER OPENINGS AND DETAIL$ Q �.L w
<br /> NOT SHOWN ON THESE DRAWINGS. , /� O �
<br /> CONTRACTOR SHALL BE RESPONSIBLE FOR ERECTION STABILITY AND TEMPORARY SHORING AS NECESSARY UNTIL v, z
<br /> PERMANENT SUPPORT AND STIFFENING ARE INSTALLED. a
<br /> 10d NAILS @ 6" OC TYP(4)SIDES O
<br /> CONTRACTOR-INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE STRUCTURAL ENGINEER FOR
<br /> APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT 3/4" CDX ROOF SHEATHING EXIST BEAM
<br /> SATISFYTHIS REQUIREMENT. WITH 10d NAILS @ 6" OCATALL SHEET TITLE:
<br /> DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION.WHERE CONDITIONS ARE NOT PANEL EDGES. PROVIDE 10d EXIST ROOF SHEATHING
<br /> NA►LS @ 12" OC IN FIELD STRUCTURAL NOTES,
<br /> SPECIFICALLY INDICATED BUT ARE OF A SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF
<br /> CONSTRUCTION SHALL BE USED,SUBJECTTO REVIEW AND APPROVAL BYTHE STRUCTURAL ENGINEER. PLAN �C DETAIL
<br /> :�',-- ��.V����'
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<br /> JOISTS @ SIM Il�ll � �
<br /> SECTION f
<br /> �
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<br /> 3x4 FLAT BLOCKING AT ALL PANEL t' `Vf r�'-+ �
<br /> EDGES BETWEEN JOISTS.CONNECT '-'
<br /> AT ENDS W/(2) 16d TOE NAILS CONT 2x8 HF#2 LEDGER. DATE: 01/19/17
<br /> ANCHOR TO BEAM W/(2) ROWS
<br /> JOISTS PER PLAN OF 1/4"�x 4 1/2" SIMPSON SDS
<br /> LUS FACE MOUNT HANGER SCREWS AT 16" OC,TYP (4)SIDES JOB NO.: �7Z7O.004
<br /> ONE INCH AT FULL SCALE.
<br /> TYPICAL ROOF IN-FILL DETAIL IF NOT, SCALEACCORDINGLY
<br /> 2 SCALE: 1'� = 1'-0" SHEET:
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<br /> SHEET 1 OF 1
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