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<br /> DESIGN CRITERIA: AN AIR ENTRAINING AGENT CONFORMING TO ASTM-C260 SHALL BE USED TO PROVIDE ENTRAINMENT OF APPROX. FLOOR TO SUPPORTS BELOW. WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. END NAIL ��` �������������`���� x ��;�������������'� �t �� ��
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<br /> � ALL MATERIAL, WORKMANSHIP, DESIGN AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, 5/o. ALL ANCHOR BOLTS SHALL BE ASTM A-307, 5/8' DIAMETER WITH 3x3x114 PLATE WASHER, EMBEDDED A MIN. OF TOP PLATE TO EACH STUD WITH TWO 16D NAILS, AND TOENAIL OR END NAIL EACH STUD TI'O BOTTOM PLATE WITH � � ���,r����-_--���,� -��- r� � �;i�� ����� .���,,
<br /> SPECIFICATIONS,AND THE 2015 INTERNATIONAL BUILDING CODE,ASCE 7-10, NDS 20121. 7" INTO CONCRETE WITH HOOK, U.N.O. MINIMUM 2 BOLTS PER SILL PLATE PIECE WITH ONE BOLT TO BE PLACED TWO 16D NAILS. FACE NAIL DOUBLE TOP PLATE WITH 16D AT 12" O.C. AND LAP MINIMUM 4'-0" AT JOINTS AND � � � ��`�' �� �-�33 ����' � "������������'; -
<br /> WITHIN 12"OF EACH END OF THE SILL PLATE. PROVIDE SIX 16D NAILS AT 4" O.C. EACH SIDE OF JOINT. ALL STUD WALLS SHALL HAVE THEIR LOWER WOOD +�',�4L��s�p,'�� , �* t` � J�;�z'' ��i�� :k���.�1����z�'����'�����,�;
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<br /> - DESIGN, LOADING CRITERIA: PLATES ATTACHED TO WOOD FRAMWG BELOW WITH 16D NAILS AT 12" O.C. STAGGERED OR BOLTED TO =3� � `�ID�t �,ty;� �',�gS"��,q� 'Ki� ��,y�p �
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<br /> N O N-S H R I N K G R O U T S H A L L B E F U R N I S H E D B Y A N APPRO VED MANUFACT URER AND SNAL L BE M I X ED AND PLA CED CONCRETE WITH 5/8" DIAMETER ANCHOR BOLTS (WITH 7° MINIMUM EMBEDMENT) AT 4'-0" O.C. UNLESS NOTED y^., ������ �#� ��� �,3���x3 y �,��� �
<br /> LIVE LOADS IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. GROUT STRENGTH SHALL dTHERWISE. INDIVIDUAL MEMBERS OF BUILT-UP POSTS SHALL BE NAII.ED TO EACH OTHER WITH 16D @ 12 O.C. - :
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<br /> � BE AT LEAST EQUAL TO THE MATERIAL ON WHICH IT IS PLACED (3000 PSI MINIMUM). STAGGERED. REFER TO THE PLANS AND WALL SCHEDULE FOR REQUIRED SHEATHING AND NAILING. WNEN NOT ;�.��_���?� ���r��: � �,ar 7 � �"�' �+,��s�r;�a u �s� ���
<br /> OTHERWISE NOTED, PROVIDE GYPSUM WALLBOARD ON INTERIOR SURFACE NAILED TO ALL STUDS, TOP AND ����{°��,���� ���r��,� ;�'���� 3�_�� �`�_ ��s�.� '",xt���x�;
<br /> ROOF.........................•.................................................... ...............,,45 PSF
<br /> EPDXY GROUTED ITEMS SPECIFIED ON THE DRAWkNGS SHALL BE GROUTED WITH "SET" HIGH STRENGTH EPDXY BOTTOM PlATES AND BLOCKING WITH NAILS AT 7 O.C. USE 50 COOLER NAILS FOR GWB AND 60 COOLER NAILS k -- � � �� -�-" 3
<br /> FLOOR RESIDENTIAL.••••.•.•.•.•• ••.. •••••-� ••••��•�••�••�.•���•. .. ......n0 PS FOR 5/8" GWB. WHEN NOT OTHERWISE NOTED PROVIDE 1/2" NOM APA RATED SHEATHING SPAN RATING 24/0 ON ��`��;��,�� �" r��TS'F '��`""'��` ''` ����� "•����:�;
<br /> ........ � � � � � �``�r r;�'(�t''' ��°r� �' ���u�� '� �'� e'*.�"" ffk
<br /> �� AS MANUFACTURED BY THE SIMPSON COMPANY AND INSTALLED BY STRICT ACCORDANCE WITH ICBO ER 5279. �;z� �,����,�����,�/'} � > �'� � ��� ,���-� ;
<br /> EXTERIOR SURFACES NAILED AT ALL PANEL EDGES (BLOCK UNSUPPORTED EDGES), TOP AND BOTTOM PLATES -,<. � ,�. }- K��,f ��� � ��,-� €�. � . -
<br /> 1M N D LOA D S: �;-'���.j���'i��-'���� ���*'� � ��������-fi1.,.,�F' ��°' t ;
<br /> WITH 8D @ 6" O.C. AND TO ALL INTERMEDIATE STUDS AND BLOCKING WITH 8D @ 6" O.C.AND TO ALL INTERMEDIATE ' �
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<br /> � EXPOSURE CATEGORY...•�••••••••••.••••�••• ••.•. .:.••..•.......................8 REINFORCING STEEL STUDS AND BLOCKING WITH 8D @ 12" O.C. ALLOW 1/�" SPACING AT ALL PANEL EDGES AND ENDS. � _'���` '�s `' ���� � � � ,'�� � ,
<br /> WINDSPEED............................................................ 110 MPH - �
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<br /> ALL REINFORCING STEEL SHALL BE PLACED IN CONFORMANCE WITH THE BUILDING CODE REQUIREMENTS FOR USE FULL LENGTH STUDS BALOON FRAME ON EXTERIOR WALLS AT STAIRWAYS AND AT Vr�ULT�D CEILINGS. �3' `"� �, 1
<br /> IMPORTANCE FACTOR, Iw........................... ..... ....... ...................1.0 � ) �z �°������ss� �z ��' � _ � ` �� �` " , §��.
<br /> REINFORCED CONCRETE (ACI 318-11) AND THE MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE t �£ � �'� � � �
<br /> INTERNAL PRESSURE COEFFIENT C i.......................................0.85 ALL COLUMNS AND POSTS SUPPORTING BEAMS NOT SPECIFIED FOR SIZE ON PLANS SHALL CONSIST OF 2 STUDS � � �$
<br /> , p CONSTRUCTION (LATEST EDITION) BY CRSI. TO BE DEFORMED BILLET STEEL CONFORMING TO ASTM A-615, GRADE SPIKE-LAMINATED TOGETHER WITH 16D NAILS 9'"O.C. '�°������������� ��������;�,������r ` 3��' .
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<br /> .......................... 60, FY = 60,000 PSI, OF THE SIZE SHOWN ON DRAWINGS. REINFORCING SHALL BE CONTINUOUS, STAGGER ALL ��'=� Y�������_����,���,�����`��°����{���������.� :, �
<br /> TOPOGRAPHICAL FACTOR, Kzt................• ........1.D ;'�`,,�����������r�, 3 f �,' ,'� : �'z� f� � �� �#���
<br /> SPLICES, LAPS SHALL BE 27" MINIMUM. PROVIDE ELBOW BARS TO LAP HORIZONTAL BARS AT ALL CORNERS AND ' -
<br /> INTERSECTIONS. ALL STEEL SHALL BE ACCURATELY LOCATED IN THE FORMS AND SECURED BEFORE AND DURING FLOOR AND ROOF FRAMING: PROVIDE DOUBLE JOISTS AROUND ALL OPENWGS IN FLOORS OR ROOFS UNLESS "��`��'�`�'��� �£3 � '�`}`�'�" � �'`�}s t°`�`� �;Y ��` �.'
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<br /> SEISMIC LOADS: THE PLACING OF CONCRETE BY FORM TIESADEQUATE TO PREVENT OTHERWISE NOTED. PROVIDE SOLID BLOCKING AT ALL BEARING POINTS. TOENAIL JOISI�S TO SUPPORTS WITH #k������`�a�����`� �;�`�����'���'������4���#
<br /> � TWO 16D NAILS.ATTACH TIMBER JOISTS TO FLUSH HEADERS OR BEAMS WITH SIMPSON METAL JOIST HANGE�S. �� � ���, � � �� � ���, `�,,��t, ��'��_ �;;
<br /> DISPLACEMENT DURING CONSTRUCTION. �����.�� � ,����,� ,,��,������� �r�� #
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<br /> LATITUDE/LC�NGITUDE........................................................................47.9/-122.2 TIMBER CONNECTORS CALLED OUT �Y LETTERS AND NUMBERS SHALL BE "STRONG-TIE" �Y SIMPSON COMPANY ` '
<br /> EPDXY AC3HES!!�E � �,����r����E,�,�����.���� ���,.�� =j��,��`���������}`r,
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<br /> IMPORTANCE FACTOR, le........................�..... .�................._.. ....... ......1.0 AS SPECIFIED IN THEIR MOST RECENT CATALOG. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE �-;�������;�� ,��,T��,���.����.ra���,,,� '����T,�,, ��< a r
<br /> SUBSTITUTED, PROVIDED THEY HAVE ICBO APPROVAL FOR EQUAL OR GREATER LOAG CAPACITIES. PROVIDE �`�����s�������;�'�s����`���,���� �''�'���������'w�����Y'�'
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<br /> OCCUPANCY CATEGORY........................ ...�... ... �. .�. �...... ... ............II EPDXY ADHESIVE SHALL CONFORM TO ASTM C881 FOR BONDING STEEL TO HARDENED CONCRETE. EPDXY NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER. ��-��`���e,��� :_"�`���y���'S��a��W�;����'����������,?��,��� ;'
<br /> ADHESIVE SHALL BE USED FOR DRILLED AND GROUTED REINFORCING BARS OR BOLTS UNLESS NOTED � ��� ����A'S u��£�;��g���``'��_���������'� ' �
<br /> MAPPED SPECTRAL RESPONSE, SS!S1..•.•.•.•.•...............................1.413g 10.542g � ��¢�,� ��������, ���,-��4� ��,�,�� � �,
<br /> OTHERWISE. EPDXY SHALL BE ICBO APPROVED AND SHALL BE MIXED, APPLIED AND CURED IN STRUCT �a`�°}����-��Y �"- --:�fk�`E���`��E.���°�`����-��������'��'
<br /> SPECTRAL RESPONSE COEF., sds r sd1.. .......................... ........o.9a2g l o.s42g ACCORDANCE WITH THE ICBO REPORT. ALL PLACEMENT AND CURWG SHALL BE CONDUCTED WITH CONCRETE CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER�s REcoMMENOATIONs. WHERE
<br /> S SITE CLASS............................................................................................D AND AIR TEMPERATURES ABOVE 50 DEGREES. APPLY EPDXY ONLY TO CLEAN, DRY CONCRETE, PROVIDE POSITIVE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE NAILS OR BOLTS W EACH MEMBER. ALL -
<br /> PROTECTION SO ANCHORS ARE NOT DISTURBED DURING THE CURING PERIOD. HOLES FOR DOWELS AND BOLTS BOLTS IN WOOD MEMBERS SHALL FORM TO ASTM A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL r� �
<br /> SEISMIC DESIGN CATEGORY..............................................................D BOLTS AND LAG SCREWS BEARING ON WOOD. UNLESS NOTED OTHERWISE, ALL NAILS SHALL BE COMMON. ALL u� '—'
<br /> SHALL BE DRILLED WITH ROTARY IMPACT HAMMER OR EQUIVALENT METHOD TO PRODUCE A HOLE WITH A ROUGH r a�
<br /> SEISMIC FORCE-RESISTING SYSTEM...............................................PLYWOOD SHEAR WA�LS INSIDE SURFACE. NO REINFORCING SHALL BE CUT TO WSTALL DOWELS, BARS, OR BOLTS. SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM)AS MEMBERS CUNNECTED. HANGERS IN d o
<br /> DIRECT CONTACT WITH PRESERVATIVE- TREATED WOOD SHALL BE EITHER STAINLESS STEEL (�ST300), POST n o
<br /> RESPONSE MODIFICATION FACTOR, R............................................6.5(WALLS) HOT-DIPPED GALVANIZED (HDG) OR GALVANIZED WITH A MINIMUM OF 1.850Z ZINC PER SQUARE INCH (MAX). '
<br /> ANALYSIS PROCEEDURE.....................................................................EQUIVALENT LATERAL FORCE ��AMING LU'M�ER UNLESS NOTED OTHERWISE, ALL LUMBER JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH °LUS" SERIES -
<br /> SEISMIC RESPONSE CC7EFFICIENT, Cs..............................................0.14 JOIST HANGERS.
<br /> FRAMING LUMBER SHALL BE KILN DRIED OR MC-15, AND GRADED AND MARKED IN CONFORMANCE WITH WCLIB
<br /> S7ANDARD GRADING RULES FOR WEST COAST LUMBER NO. 17, LATEST EDITION. ALL WOOD FRAME �UALI7Y ASSURANCE �
<br /> CONSTRUCTIt�N SHALL CONFORM TO THE STANDARDS OF THE IBC AS A MINIMUM REQUIREMENT. FURNISH TO THE 3
<br /> FOLLOWING MINIMUM STANDARDS: a� ,
<br /> ���Y���-��j� SPECIAL INSPECTION SHALL BEPROVIDED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND SECTIONS 0 •�
<br /> 109 AND 1704 OF THE INTERNATIONAL BUILDING CODE BY A QUALIFIED TESTWG AGENGY DESIGNATED BY THE �
<br /> JOISTS: (2X8 AND SMALLER) HEM NO. 2 ARCHITECT, AND RETAINED BY THE BUILDING OWNER. THE ARCHITECT, STRUCTURAL ENGINEER, AND BUILDING �
<br /> SHALL VERIFY ALL DIMENSIONS, MEMBER SIZES AND CONDITIONS PRIOR TO COMMENCING WORK. ALL MINIMUM BASE VALUE, FB=850 PSI DEPARTMENT SHALL BE FURNISHED WITH COPIES OF ALL INSPECTION AND TEST RESULTS. SPECIAL INSPECTION � ^ '
<br /> DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND OF THE FOLLOWING TYPES OF CONSTRUCTION � � �
<br /> MUST BE VERIFIED. THE EXISTING CONDITIONS SHOWN ON THE DRAWINGS ARE BASED EITHER ON SITE a �
<br /> OBSERVATION,ORIGINAL DRAWINGS OR WERE ASSUMED BASED ON EXPECTEDCONDITIONS. IF THE EXISTING BEAMS AND STRWGERS: DOUGLAS FIR NO. 2 a
<br /> CONDITIONS DO NOT CLOSELY MATCH THE CONDITIONS SHOWN ON THE DRAININGS, OR IF THE EXISTING (2X10 AND LARGER) MINIMUM BASE VALUE, FB = 1350 PSI SPECIAL INSPECTIONS ARE REQUIRED BY THE LOCAL BUILDING CODE. THE CONTRACTOR SHALL NOTIFY BUILDING �..� �
<br /> MATERIALS ARE OF QUESTIONABLE OR SUBSTANDARD QUALITY, NOTIFY THE ENGINEER PRIOR TO COMMENCING DEPARTMENT FOR INSPECTIONS REQUIRED BY THE LOCAL JURISDICTION.
<br /> ANY WORK. POSTS AND TIMBERS: DOUGLAS FIR NO. 2
<br /> (4X4 AND LARGER) MINIMUM BASE VALUE, FB- 1200 PSI UNLESS OTHERWISE NOTED, THE FOLLOWING ELEMENTS COMPRISE HIGH STRENGTH BOLTING AND MATERIAL
<br /> CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS VERIFICATION OF HIGH STRENGTH BOLTS, NUTS AND WASHERS THE SEISMIGFORCE-RESISTING SYSTEM AND ARE
<br /> SUBJECT TO SPECIAL INSPECTION FOR SEISMIC RESISTANCE IN ACCORDANCE WITH SECTION 1707 OF THE IBC '-'
<br /> UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE DRAWINGS. STUDS, PLATES &MISC. FRAMING: DOUGLAS FIR OR HEM-FIR STANDARD GRADE 2012 CODE. � �
<br /> TOP AND BOTTOM PLATES AT � �
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<br /> CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, BEARING WALLS DOUGLAS FIR OR HEM-FIR STANDARD GRADE l}u � �
<br /> SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE WORK. STRUCTURAL WOOD SHEARWALL SYSTEM REQUIRE PERIODIC INSPECTION FOR NAILING, BOLTING, ANCHORING �
<br /> AND OTHER FASTENING OF COMPONENTS WITHIN THE SEISMIC FORCE RESISITNG SYSTEM INCLUDING DRAG
<br /> 2X6 STUDS AND PLA7ES: HEM-FIR NO. 3/STUD GRADE STRUCTS, BRACES AND HOLDOWNS. �
<br /> CONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT/STRUCTURAL ENGINEER .
<br /> FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN SHOP DRAWINGS ONLY WILL NOT ENGINEERED LUMBER MEMBERS SHALL BE MANUFACTURED UNDER A PROCESS BY THE NATIONAL RESEARCH
<br /> SATISFY THIS REQUIREMENT PREFABRICA7ED CONNECTOR PLATE WdOD ROOF TRUSSES _____ __,
<br /> BOARD. EACH PIECE SHALL BEAR A STAMP OR STAMPS NOTING THE NAME AND PLANT NUMBER OF THE T�-�.
<br /> MANUFACTURER, THE GRADE, THE NATIONAL RESEARCH BOARD NUMBER, AND 7HE QUALITY CON7ROL AGENCY. SHALL BE DESIGNED BY THE MANUFACTURER I ACCORDANCE WITH ANSI!'fPl 1-1195 FOR THE SPANS AND if� �
<br /> CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEORE COMMENCING ANY DEMOLITION. SHORING SHALL ALL LUMBER SHALL BE MANUFACTURED IN ACCORDANCE WITH THE APPROPRIATE NER REPORT AND GLUED WITH CONDITIONS SHOWN ON THE DRAWINGS. DESIGN LOADS SHALL BE AS FOLLOWS: �
<br /> BE INSTALLED TO SUPPORT EXISTING CONSTRUCTION AS REQUIRED AND IN A MANNER SUITABLE TO THE WORK A WATERPROOFING ADHESIVE MEETING THE RE�UIRE��ENTS OF ASTM D2559 WITH ALL GRAIN PARALLEL INITH ��,Q�'� �''-�� �
<br /> SEQUENCES. EXISTING REINFORCING SHALL BE SAVED WHERE AND AS NO1"ED ON THE DRAWINGS. SAW THE LENGTH OF THE MEMBER. �� �,�.��r�
<br /> CU7TING, IF AND WHERE USED, SHALL NOT CUT EXISTING REINFORCING WHICH IS TO BE SAVED. DEMOLITION TOP CHORD LIVE LOAD PER DESIGN LOADING CRITERIA .�., ,,�c �
<br /> DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING �TRUCTURE. LIMIT CONSTRUCTION BOTTOM CHORD LIVE LOAD PER DESIGN LOADING CRITERIA � � '` � '
<br /> PSL FB =2900 PSI E = 2000 PSI FV=290 PSI NER-292 c� -� � ;�� �
<br /> LOADING (INCLUDING DEMOLITION DEBRIS)ON EXISTING FLOOR SYSTEMS TO 40 PSF. TOP CHORD DEAD LOAD 12 PSF � ti � °' � '
<br /> LVL FB =2600 PSI E = 1900 PSI FV=285 PSI NER- 126 � v� �. o �
<br /> LSL FB= 1700 P51 E= 1300 PSI FV= 150 PSI NER-48'I BOTTOM CHORD DEAD LOAD 10 PSF �'"` � �� `�., ,� �� ' '
<br /> DRAWINGS INDICATE GENERALAND TYPICAL DETAILS OF CONSTRUCTION. WNERE CONDITIONS ARE NOT WIND UPLIFT(TOP CHORD) 15 PSF ��'��'•C `�`° �' `��'
<br /> SPECiFICALLY INDICATED BUT ARE SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION ��� `"���',x R�`�'
<br /> - SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. DESIGN SHOWN ON PLANS IS BASED ON LUMBER MANUFACTURED BY THE TRUS-JOIST CORPORATION.ALTERNATE CI��'�;�; .
<br /> MANUFACTURERS MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND STRUCTURAL THE TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS AND SUPPORT CONFIGURAT�ONS OF PLUMBING, - .
<br /> ENGINEER. ALTERNATE JOIST HANGERS AND OTHER HF�RDWARE MAY BE SUBSTITUTED FOR ITEMS SHOWN MECHANICAL UNITS, DUCTS, AND/OR OTHER MISCELLANEOUS ITEMS WITH THE CONTRACTOR PRIOR TO TRUSS ----- �
<br /> STRUCTURAL DRAWINGS SHALL BE USED IN CONJUCTION WITH ARCHITECTURAL DRAWWGS FOR BIDDWG AND PROVIDED THEY HAVE ICBO APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. ALL JOIST HANGERS AND FABRICATION. Tt-IE TRUSS MANUFACTURER SHALL DESIGN TRUSSES TO SUPPORT ALL LOADS ASSOCIATED WITH " _____ -
<br /> _-......,
<br /> � CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL SUCH ITEMS. THE TRUSS SHOP DRAWINGS SHALL INCLUDE ALL DESIGN LOADS AND APPRUVEO HANGER ___.____..__.--'
<br /> OTHER HARDWARE SHALL BE COMPATIBLE IN SIZE WITH MEMBERS PROVIDED.
<br /> NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. CONNECTION DETAILS TO TRUSS CHORDS FOR SUPPORT OF HUND MECHANICAL SYSTEM COMPONENTS. �
<br /> CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCING WORK AND DETERMINE THE GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH ANSIlAITC A190.1 AND ASTM D3737. WQOD TRUSSES SHALL UTILIZE APPROVED CONNECTOR PLATES(GANGNAIL OR EQUAL).
<br /> LOCATION OF ALL ADJACENT UNDERGROUND UTILITIES PRIOR TO COMMENCING EXCAVATION AND NOTIFY EACH MEMBER SHALL BEAR AN AITC IDENTIFICATION MARK AND SHALL BE ACCOMPANIED BY AN AITC CERTIFICATE
<br /> ARCHITECT OF DISCREPANCIES AND CONFLlCTS. ---- _ OF CONFORMANCE. ALL SIMPLE SPAN BEAMS SHALL BE DOUGLAS FIR COMINATION 24F-V4, FB = 2400 PSI, FV= 190
<br /> __ ___ __ _=.
<br /> PSI. CAMBER ALL GLULAM BEAMS TO A 2,000 FOOT RADIUS UNLESS NOTED OTHERWISE ON THE PLANS. SHOP DRAWiNGS ANl� CALCULA710NS SHALL�E PROVIDED AS A DEFERR�D SU��IT7AL 70 THE ARCHITECT AND - --
<br /> ALL WOOD IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE-TREATED WITH AN STRUCTURAL ENGINEER FOFt REVIEW PRIOR TO FA�RICATION AND BEFOl�E CONSTF�UCTION �EGINS. ,�
<br /> CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURA� COMPONENTS APPROVED PRESERVATIVE OR (2) LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER SHALL BE PRrJVIDED � '
<br /> UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETE IN ACCORDANCE WITH THE PLANS. TNE CONTRACTOR BETWEEN UNTREATED WOOD AND CONCRETE OR MASONRY. ALL WOOD EXPOSED TO WEATHER WITHOUT THE SHOP DRAWINGS SHALL INDICATE SHAPES, BEARING POINTS, INTERSECTIONS, HIPS,VALLEYS, ETC. EXACT
<br /> MUST RETAIN A LICENSED STRUCTURAL ENGINEER WHO SHALL INVESTIGATE WHERE THIS TEMPORARY ADEQUATE PROTECTION OF A ROOF OR EAVE SHALL BE AN APPROVED WOOD OF NATURAL RESISTANCE TO COMPOSITION OF SPECIAL HIP, VALLEY,AND INTERSECTION AREAS(USE OF GIRDER TRUSSES, JACK TRUSSES,
<br /> SHORING/BftACWG IS REQUIRED,AND SHALL DESIGN THIS TEMPORARY SHORING/BRACING. -- --
<br /> DECAY OR PRESSURE TREATED. SUCH MEMBE�S INCLUDE HORIZONTAL MEMBERS SUCH AS GIRDERS, JOISTS, STEP-DOWN TRUSSES, ETC.) SHALL BE DETERMINED BY THE MANUFACTURER UNLESS OTHERWISE NOTED ON '
<br /> DECKING, OR VERTICAL MEMBERS SUCH AS POSTS, POLES AND COLUMNS. DRAWINGS. THE TRUSS MANUFACTURER SHALL PROVIDE ALL TRUSS-TO-TRUSS AND TRUSS-TO-BEAM J
<br /> CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, CONNECTION DETAILS AND REQUIRED CONNECTION MATERIALS. THE TRUSS MANUFACTURER SHALL DESIGN AND
<br /> SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE WORK. THE STRUCTURAL ENGINEER HAS NO SHEA�'HING PROVIDE DETAILS FOR ALL TEMPORARY AND PERMANENT TRUSS BRACING AND BRIDGING. o �
<br /> OVERALL SUPERVISION/AUTHORITY OR ACTUAL AND/ OR DIRECT RESPONSIBILI7Y FOR THE SPCIFIC WORKWG � �
<br /> CONDITIONS AT THE SITE AND/ OR FOR ANY HA�ARDS RESULTING FROM THE ACTIONS OF ANY TRADE PLYWOOD SHEATHING SHALL BE GRADE C-D, EXTERIOR GLUE OR STRUCTURAL 11, EXTERIOR GLUE SHALL BE W +
<br /> > CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT MISCEI.LANEOUS ' �j �
<br /> ANY HEALTH OR SAFETY DEFICIENCIES OF THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS A7 THE CONFORMANCE WITH APA STANDARDS. ORIENTED STRAND BOARD OF EQUIVALENT THICKNESS, EXPOSURE
<br /> PROJECT SITE RATING AND PANEL INDEX MAY BE USED W LIEU OF PLYWOOD. � �i
<br /> REFER TO ARCHITECTURAL, MEC��IANICAL, ELECTRICAL, CIVIL, ELEVATOR, OR OTHER SPECIALTY ENGINEERING $� �
<br /> ROOF SHEATHING SHALL BE 1/2" (NOM) WITH SPAN RATING 24/0 DRAWINGS FOR DIMENSIONS NOT SHOWN, INCLUDING BUT NOT LIMITED TO: SIZE AND LOCATION OF CURBS, � � s
<br /> EQUIPMENT HOUSEKEEPING PADS, WALL AND FLOOR OPENINGS, BLOCKOUTS, FLOOR DEPRESSIONS, SUMPS, � ,
<br /> GEOTECHNICAL DRAINS, ANCHOR BOLTS, EMBEDDED ITEMS, ARCHITECTURAL TREATMENT, ETC. CONTRACTOR SHALL VERIFY
<br /> FLOOR SHEATHING SHALL BE 3/4" (NOM)WITH SPAN RATING 40/20 DIMENSIONS AND RESOL.VE DISCREPANCIES OR CONFLICTS PRIOR TO CONSTRUCTION. �
<br /> FOUNDATION NOTES: SUBGRADE PREPERATION INCLUDING DRAINAGE, EXCAVATION, COMPACTION,AND FILLING � � `�'
<br /> REQUIREMENTS, SHALL CONFORM STRICTLY WITH THE IBC 2015. WALL SHEATHING SHALL BE 1/2 (NOM)WITH SPAN RATING 24/0 � _
<br /> ALLOWABLE SOIL PRESSURE 2000 P.aF SNOP DRAVt/lNGS
<br /> PLYWOOD ROOF AND FLOOR SHEATHWG TO BE LAID UP WITH GRAIN PERPENDICULAR TO SUPPORTS AND NAILED w �
<br /> PASSIVE SOIL 300 PCF SHOP DRAWINGS FOR PRE-ENGINEERING TRUSS SHALL BE SUBMITTED FOR REVIEW PRIOR TO FABRICATION OF �- � �
<br /> WITH 8D NAILS AT 6" O.C. TO FRAMED PANEL EDGES AND OVER STUD WALLS AS SHOWN ON PLANS AND AT 12" O.C. o
<br /> FRICTIONAL COEFFICIENT 0.4 THESE ITEMS. z
<br /> TO INTERMEDIATE SUPPORTS UNLESS NOTED OTHERWISE. PROVIDE APPROVED PLYWOOD EDGE CLIPS AT 16° _., � � (`-r"i '
<br /> O.C. AT UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES SHALL HAVE APPROVED � ��
<br /> CONCR�TE TONGUE-AND- GROOVE JOWTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING. TOENAIL BLOCKING TO DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE ENGINEER OF RECORD; THEREFORE THEY SHALL BE �
<br /> SUPPORTS WITH 16Q @ 12" O.C. UNLESS NOTED OTHERWISE. AT BLOCKED FLOOR AND ROOF DIAPHRAGMS VERIFIED BY THE CONTRACTOR. CONTRACTOR SHALL REVIEW AND STAMP DRAWINGS PRIOR TO REVIEW BY THE �
<br /> CONCRETE TO BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH THE IBC AND ACI 301. PROVIDE FLAT 2X BLOCKWG AT ALL UNFRAMED PLYWOOD PAN�L EDGES AND NAIL WITH EDGE NAILING ENGINEER OF RECORD. CONTRACTOR SHALL REVIEW DRAWINGS FOR CONFORMANCE WITH THE MEANS, _
<br /> F'C = 2,500 PSI, 5 1/2 SACK MIX @ 28 DAYS, MAX. SLUMP 4" , MAX. AGGREGATE 1-1/2". CEMENT MAY BE REPLACED SPECIFIED. METHODS, TECHNIQUES, SEQUENCES, AND OPERATIONS OF CONSTRUCTION, AND ALL SAFETY PRECAUTIONS AND Z ,
<br /> WITH FLYASH 1:1 WEIGt-IT RATIO UP TO 50%. ALL CONCRETE SHALL BE REINFORCED. REWFORCING STEEL PER PROGRAMS INCIDENTAL THERETO. SUBMITTALS SHALL WCLUDE ONE REPRODUC�BLE AND ONE COPY: �
<br /> PLANS WITH COVERAGE AS FOLLOWS: REPRODUCIBLE WILL BE MARKED AND RETURNED. o '
<br /> ca
<br /> WOOD FRAMI�lG NOTES SHOP DRAWING SUBMITTALS PROCESSED BY THE ENGWEER ARE NOT CHANGE ORDERS. THE PURPOSE OF SHOP �
<br /> CONCRETE CAST AGAINST AND EXPOSED TO EARTH:..................................3 -
<br /> CONCRETE EXPOSED TO EARTH BUT CAST IN FORM:...................................2° DRAWING SUBMITTALS BY THE CONTRACTOR IS TO DEMONSTRATE TO THE ENGINEER THAT THE CONTRACTOR � -
<br /> THE FOLLOWING APPLY UNLESS NOTED OTHERWISE ON THE PLANS. UNDERSTANDS THE DESIGN CONCEPT, BY INDICA7ING WHICH MATERIAL IS INTENDED TO BE FURNISHED AND
<br /> CONCRETE NOT EXPOSED TO WEATHER OR EARTH:............................... ...3/4" INSTALLED, AND BY DETAILING THE INTENDED FABRICATION AND INSTALLATION METHODS. IF DEVIATIONS,
<br /> SLAB-ON-GRADE (FROM TOP OF SURFACE):..:............................................1 1/2° ALL WOOD FRAMING DETAILS NOT SHOWN OTHERVVISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF DISCREPANCIES, OR CONFLICTS BETWEEN SHOP DRAWINGS SUBMITTALS AND THE CONTRACT DOCUMENTS ARE
<br /> THEINTERNATIONAL BUILDING CODE. MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO TABLE DISCOVERED EITHER PRIOR TO OR AFTER SHOP DRAWING SUBMITTALS ARE PROCESSED BY THE ENGINEER, THE DESIGNER: � �
<br /> 2304.9.1 OF THE INTERNATIONAL BUILDING CODE. UNLESS NOTED OTHERWISE, ALL NAILS SHALL BE COMMON. DESIGN DRAWINGSAND SPECIFICATIONS SHALLGONTROLAND SHALL BE FOLLOVJED.
<br /> COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL ARCHITECTURAL DRAWINGS.
<br /> _ _
<br /> - PROVIDE PLATE 1/4X2X2 WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON
<br /> �O�'dl�dL;F�.SE�1�' �;NI� USE dF DOCUIVIEINTS WOOD. ENGWEER: WADE DAMEY _
<br /> All documents including Drawings and Specifications prep�red or furnished by AWB WALL FRAMING: ALL STUD WALLS SHOWN AND NOT OTHERWISE NOTED SHALL BE 2 X 4 STUDS @ 16" O.C. AT ,
<br /> Engineering, Inc. are instruments of service in respect of the Project and AWB Engineering, inc. PROJECT�ME -�"-.
<br /> INTERIOR WALLS AND 2 X 6@ 16" O.C. AT EXTERIOR WALLS. TWO STUDS MINIMUM SHALL BE PROVIDED AT THE CITYSTAMPHERE 21/2"x2" � ��� ���
<br /> shall retain sole ownership and property interest therein whether or not the Project is completed. � ) �
<br /> OWNBR may make and retain copies for information and reference in connection with the use END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS. TWO 2 X 8 HEADERS SHALL BE PROVIDED OVER ALL
<br /> OPENINGS NOT OTHERWISE NOTED. SOLID BLOCKING FOR WOOD COLUMNS SHALL BE PROVIDED THROUGH i--
<br /> and.occupancy of the Project by OWNER and others;however, such docuinents are not intended � PROJECT NO.: r�
<br /> or represented to be suitable for reuse by OWNER or others on extensions of the Project or on E-
<br /> any other project.The AWB Engineering, Inc.'S documents shall not be used by the owner or � !
<br /> others on okher projects, for additions to this project or for completion of this project by others, Q
<br /> except with the written consent of A WB L;ngineering,Inc.Any reuse without written - �A�� `�"'L `�� ,
<br /> verification or adaptation by A W B Engineering,Tnc. for the specific purpose intended will be at � - -
<br /> OWNER'S sole risk and without liability or legal exposure to AWB Engineering,Inc.,and shall � SHEET NO.:
<br /> indemnify and hold harmless A WB Engineering,Inc. from all claims,damages, losses and iis
<br /> expenses including attomey's fees arising out of or resulting there from. Any such verification or �
<br /> 1 adaptation will entitle AWB Bngineering, Inc.to ftirther compensation at rates to be agreed � �
<br /> upon by OWNER.and AWB Engineering, Inc. � ,
<br />
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