|
. � GENERAL STRUCTURAL NQTES 16. CONCRETE PROTECTION COVER FOR REINFORCING STEEL SHALL BE AS FOLLOWS: 25. PRESSURE TREATED WOOD SHALL BE TREATED PER AWPA STANDARD. PRESSURE
<br /> � ( ) TREATED WOOD FOR ABOVE GROUND USE SHALL BE TREATED TO A RENTION OF 0.25
<br /> (The following apply unless shown otherwise on the plans) FOOTINGS AND OTHER UNFORMED SURFACES CAST AGAINST AND PERMANENTLY EXPOSED PCF. WOOD IN CONTINUOUS CONTACT WITH FRESH WATER OR SOIL SHALL BE TREATED
<br /> � TO EARTH . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3" TO A RETENTION OF 0.40 PCF. WOOD FOR USE IN PERMANENT FQUNDATIONS SHALL BE
<br /> CRITERIA FORMED SURFACES EXPOSED TO EARTH OR WEATHER (#6 BARS OR LARGER). . . . , 2" TREATED TO A RETENTION OF 0.60 PCF. SODIUM BORATE (SBX) TREATED WOOD SHALL
<br /> FORMED SURFACES EXPOSEQ TO EARTH OR WEATHER (#5 BARS OR SMALLER) , . 1-1/2" NOT BE USED WHERE EXPOSED TO WEATHER. FASTENERS AND TIMBER CONNECTORS IN
<br /> 1 . ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE COLUMN TlES OR SPIRALS AND BEAM STIRRUPS . . . . . . . . . . . . . . 1 -1/2" DiRECT CONTACT WITH ACQ-A, CBA-A, CA-B, OR SBX TREATED WOOD SHALL BE G185
<br /> DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (2015 SLABS AND WALLS (INT. FACE). . . .GREATER OF BAR DIAMETER PLUS 1/8" OR 3/4" OR A185 HOT DIPPED OR CONTINUOUS HOT-GALVANIZED PER ASTM A653. FASTENERS
<br /> EDITION). AND TIMBER CONNECTORS IN DIRECT CONTACT WITH ACZA TREATED WOOD SHALL BE
<br /> 17. CAST-IN-PLACE CONCRETE: SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND �PE 304 OR 316 STAINLESS STEEL.
<br /> 2. DESIGN LOADING CRITERIA DIMENSIONS OF DOOR AND WINDOW OPENINGS IN ALL CONCRETE WALLS. SEE •
<br /> MECHANICAL QRAWINGS FOR SIZE AND LOCATION OF MISCELLANEOUS MECHANICAL 26. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG-TIE"
<br /> � FLOOR LIVE LOAD (RESIDENTIAL) . . . . . . . . . . . . . . . . . . . . . 40 PSF OPENINGS THROUGH CONCRETE WALLS. SEE ARCHITECTURAL DRAWINGS FOR ALL BY SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG NUMBER C-2015. EQUIVALENT
<br /> SNOW . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 25 PSF GROOVES, NOTCHES, CHAMFERS, FEATURE STRIPS, COLOR, TEXTURE, AND OTHER DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE
<br /> WIND . . . . . . . . . . . . . . . . Iw=1.0, GCpi=0.18, 110 MPH, EXPOSURE "B" FINISH DETAILS AT ALI. EXPOSED CONCRETE SURFACES, BOTH CAST-lN-PLACE AND ICC-ES APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE NUMBER AND
<br /> EARTHQUAKE . . . ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE PRECAST. SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS SHALL BE
<br /> LATERAL SYSTEM: LIGHT FRAMED SHEAR WALLS, Vs = 12.9k INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.
<br /> SITE CLASS=D, Sds=0.89, Cs=0.1 (ASD), Ie=1.0, R=6.5 ANCHORAGE
<br /> ALL 2X JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "LUS" SERIES JOIST
<br /> 3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL 18. EXPANSION BOLTS INTO CONCRETE AND CONCRETE MASONRY UNITS SHALL BE WEDGE-ALL HANGERS. ALL TJI JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "ITT" SERIES
<br /> DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS ANCHORS AS MANUFACTURED BY THE SIMPSON STRONG TIE COMPANY AND INSTALLED IN JOIST HANGERS. ALL DOUBLE-JOIST BEAMS SHALL BE CONNECTED TO FLUSH BEAMS S T A B B E r' T
<br /> AND CONDITIONS FOR COMPATIBILiTY AND SHALL NOTIFY ARCHITECT OF ANY STRICT CONFORMANCE TO ICC-ES REPORT NUMBER ESR-1396, INCLUDING MINIMUM WITH "MIT" SERIES JOIST HANGERS. E N o � N E E R � N O, L � �
<br /> DISCREPANCIES PRIOR TO CONSTRUCTION. EMBEDMENT REQUIREMENTS. BOLTS INTO CONCRETE MASONRY OR BRICK MASONRY UNITS .
<br /> SHALL BE INTO FULLY GROUTED CELLS. SPECIAL INSPECTION IS REQUIRED FOR ALL WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE NAILS OR 227 BELLEVUE WAY NE#462 . BELLEVUE,WA. 98004
<br /> ' 4. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSfONS, MEMBER SIZES, AND EXPANSION BO�T INSTALLATION. BOLTS IN EACH MEMBER. 0:425.968.5432
<br /> CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DiMENSIONS OF EXISTING
<br /> CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST 19. EPDXY-GROUTED ITEMS (THREADED RODS OR RElNFORCING BAR) SPECIFIED ON THE ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM) COII��/
<br /> BE VERIFIED. DRAWINGS SHALL BE INSTALLED USING "SET-XP" EPDXY AS MANUFACTURED AS MEMBERS CONNECTED. 3714 ColbyAvenue
<br /> BY THE SIMPSON STRONG TIE COMPANY. INSTALL IN STRICT ACCORDANCE WITH Everett,WA98201
<br /> 5. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL ICC-ES REPORT N0. ESR-2508. SPECIAL INSPECTION OF INSTALLATION �S REQUIRED. 27. WOOD FASTENERS
<br /> COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE RODS SHALL BE ASTM A-36 UNLESS OTHERWISE NOTED.
<br /> WITH THE PLANS. A. NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING
<br /> WOOD SPECIFfCATIONS:
<br /> 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS,
<br /> TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE CONTRACTORS 20. FRAMING LUMBER SHALL BE KILN DRIED OR MC-19, AND GRADED AND MARKED IN SIZE LENGTH DIAMETER •
<br /> WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR CONFORMANCE WITH W.C.L.B. STANQARD GRADING RULES FOR WEST COAST LUMBER N0. 6d 2" 0.113" � . �
<br /> ' ACTUAL AND/OR DIRECT RESPONSIB�LITY FOR THE SPECIFIC WORKING CONDITIONS 17. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: 8d 2-1/2" 0.131"
<br /> AT THE SITE AND/OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE 10d 3" 0.148" Design
<br /> CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, JOISTS (2X & 3X MEMBERS) DOUGLAS FIR-LARCH N0. 1 12d 3-1/4" 0.148" M�
<br /> NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES TO THE OWNER, AND BEAMS: MINIMUM BASE VALUE, Fb = 1000 PSI 16d BOX 3-1/2" 0.135" °raiv° � �-�`Y����
<br /> CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT TNE PROJECT SITE. �he�k�
<br /> 7. CONTRACTOR-INITIATED CHANGES SHA�L BE SUBMITTED IN WRITING TO THE ARCHiTECT (4X MEMBERS) DOUGLAS FIR-LARCH N0. 1 IF CONTRACTOR PROPOSES THE USE OF ALTERNATE NAILS, THEY SHALL SUBMIT oate--- --�--- -
<br /> AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. MINIMUM BASE VALUE, Fb = 1000 PSI NAIL SPECIFICATIONS TO THE STRUCTURAL ENGINEER (PRIOR TO CONSTRUCTION) __._. _._._�._ .__
<br /> JPC Project No.
<br /> CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. FOR REVIEW AND APPROVR�. _ �
<br /> BEAMS: (INCL. 6X AND LARGER) DOUGLAS FIR-LARCH N0. 1
<br /> 8. DRAWINGS INDICATE GENERAL AND IYPICAL DETAILS OF CONSTRUCTION. WHERE MINIMUM BASE VALUE, Fb = 1350 PSI NAILS - PLYWOOD (APA RATED SHEATHING) FASTENERS TO FRAMING SHALL BE - � -
<br /> CONDITIONS ARE NOT SPECIFICALLY INDICATEQ BUT ARE OF SIMILAR CHARACTER TO DRIVEN FLUSH TO FACE OF SHEATHING WITH NO COUNTERSINKING PERMITTED. . . �
<br /> ' DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO POSTS: (4X MEMBERS) DOUGLAS FIR-LARCH N0. 2
<br /> REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. MINIMUM BASE VALUE, Fc = 1350 PSI B. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS
<br /> UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG BOLTS BEARING ON WOOD. No�.._ oate .oes�n?��o�_.. _� _..�
<br /> GEOTECHNICAL (6X AND IARGER) DOUGLAS FIR-LARCH NO. 1 INSTALLATION OF lAG BOLTS SHALL CONFORM TO THE NATIONAL DESIGN �-��-20,8 ISSUEDFORPERMIT� v
<br /> MINIMUM BASE VALUE, Fc = 1000 PSI SPECIFICATION FOR WOOD CONSTRUCTION (2005 EDITION) WITH A LEAD BORE � 5-7-2018 _ BUILD�N6DEPTCOMMENTRESPONSE
<br /> 9. FOUNDATION NOTES: ALLOWABLE SOIL PRESSURE AND LATERAL EARTH PRESSURE ARE HOLE OF 60 TO 70 PERCENT OF THE SHANK DIAMETER. LEAD HOLES ARE NOT _�._
<br /> ASSUMED AND THEREFORE MUST BE VERIFIED BY A QUALIFIED SOILS ENGINEER OR STUDS, PLATES & MISC. FRAMING: DOUGLAS-FIR-LARCH N0. 2 REQUIRED FOR 3/8" AND SMALLER LAG SCREWS. -
<br /> APPROVED BY THE BUILDING OFFICIAL. IF SOILS ARE FOUND TO BE OTHER THAN
<br /> ASSUMED, NOTIFY THE STRUCTURAL ENGINEER FOR POSSIBLE FOUNDATtON REDESIGN. 21. GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH ASTM AND 28. WOOD FRAMING NOTES--THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE ----
<br /> AITC STANDARDS. EACH MEMBER SHALL BEAR AN A.I.T.C. IDENTIFICATION MARK AND P�NS: �
<br /> FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH AT LEAST 18" BELOW ADJACENT SHALL BE ACCOMPANIED BY AN A.I.T.C. CERTIFICATE OF CONFORMANCE. ALL SIMPLE �� �
<br /> FINISHED GRADE. UNLESS OTHERWISE NOTED, FOOTINGS SHALL BE CENTERED BELOW A. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO -
<br /> ' COLUMNS OR WALLS ABOVE. SPAN BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F-V4, Fb = 2,400 PSI, Fv = THE MINIMUM STANDARDS OF THE INTERNATIONAL BUILDING CODE. MINIMUM
<br /> 265 PSI. ALL CANTILEVERED BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F-V8, NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO TABLE 2304.9.1 . �_ ______________ _____..__________._____.,._�_.___��__._v.__
<br /> BACKFILL BEHIND ALL RETAINING WALLS WITH FREE DRAINING, GRANULAR FILL AND Fb = 2400 PSI, Fv = 265 PSI. CAMBER ALL SIMPLE SPAN GLULAM BEAMS TO 3,000' COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND
<br /> PROVIDE FOR SUBSURFACE DRAINAGE. RADIUS, UNLESS SHOWN OTHERWISE ON THE PLANS. ARCHITECTURAL DRAWINGS.
<br /> � - . .
<br /> ALLOWABLE SOIL PRESSURE. . . . . . . . . . . . . . . . . . . . . . 2000 PSF 22• MANUFACTUREQ LUMBER, PSL, LVL, AND LS�, SHALL BE MANUFACTURED UNDER g. WALL FRAMING: REFER ARCHITECTURAL DRAWINGS FOR THE SIZE OF ALL WALLS.
<br /> LATERAL EARTH PRESSURE RESTRAINED UNRESTRAINED A PROCESS APPROVEQ BY THE NATIONAL RESEARCH BOARD. EACH PIECE SNALL BEAR A
<br /> ( / ) . . . . . . .55 PCF/35 PCF ALL STUDS SHALL BE SPACED AT 16" O.C. UNO. TWO STUDS MINIMUM SHALL BE `� p. ,5�,
<br /> COEFICIENT OF FRICTION FACTOR OF SAFETY OF 1.5 INCLUDED . . . . . . 0.3 STAMP OR STAMPS NOTING THE NAME AND PLANT NUMBER OF THE MANUFACTURER, THE PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS, AND �ti'��'��� �����tr 9
<br /> � � • GRADE, THE NATIONAL RESEARCH BOARD NUMBER, AND THE QUALtTY CONTROL AGENCY. �., ;; � `..,�
<br /> ALL PSL, �VL, AND LSL LUMBER SHALL BE MANUFACTURED IN ACCORDANCE WITH AT BEAM OR HEADER BEARING LOCATIONS. TWO 2x8 HEADERS SHALL BE PROVIDED ���. �-;
<br /> RENOVATION ICC-ES REPORT ESR-1387 USING DOUGLAS FIR VENEER GLUED WITH A WATERPROOF OVER ALL OPEN�NGS NOT OTHERWISE NOTED. SOLID BLOCKING FOR WOOD COLUMNS �U � �
<br /> SHALL BE PROVIDED THROUGH F�OORS TO SUPPORTS BELOW. PROVIDE CONTINUOUS �' •
<br /> ADHEStVE MEETING THE REQUIREMENTS OF ASTM D2559 WITH ALL GRAIN PARALLEL > » -�''
<br /> 10. DEMOLITION: CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE SOLID BLOCKING AT MID-HEIGHT OF ALL STUD WAL�S OVER 10 -0 IN HEIGHT. '�r, � � �-
<br /> WITH THE LENGTH OF THE MEMBER. THE MEMBERS SHALL NAVE THE FOLLOW�NG � � � � �7-2018
<br /> � COMMENCING ANY DEMOLITION. SHORING SHALL BE INSTALLED TO SUPPORT EXISTING MINIMUM PROPERTIES: �`s'�� � �.~`��
<br /> CONSTRUCTION AS REQUIRED AND IN A MANNER SUITABLE TO THE WORK SEQUENCES. ALL WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. END ''�a`
<br /> DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING NAIL TOP PLATE TO EACH STUD WITH TWO 16d NAILS, AND TOENAIL OR END
<br /> STRUCTURE. LIMIT CONSTRUCTION LOADING (INCLUDING DEMOLITION DEBRIS) ON PSL (2.OE) Fb = 2900 PSI, E = 2000 KSI, �v = 290 PSI NAIL EACH STUD TO BOTfOM PLATE WITH TWO 16d NAILS. FACE NAIL DOUBLE
<br /> EXISTING FLOOR SYSTEMS TO 40 PSF. LVL (2.OE) Fb = 2600 PSI, E = 1900 KSi, Fv = 285 PSI TOP PLATE WITH 16d @ 12" O.C. AND LAP MINIMUM 4'-0" AT JOINTS AND
<br /> LSL (1.55E) Fb = 2325 PSt, E = 1550 KSI, Fv = 310 PSI PROVIDE EIGHT 16d NAtLS C� 4" O.C. EACH SIDE JOINT. � �
<br /> 11. CONTRACTOR SHALL CHECK FOR DRYROT AT ALL AREAS OF NEW WORK. ALL ROT SHALL DESIGN SHOWN ON PLANS IS BASED ON LUMBER MANUFACTUREQ BY THE WEYERHAEUSER
<br /> BE REMOVED AND DAMAGED MEMBERS SHALL BE REPLACED OR REPAIRED AS DIRECTED CORPORATION, ALTERNATE MANUFACTURERS MAY BE USED SUBJECT TO REVIEW AND ALL STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD
<br /> BY THE STRUCTURAL ENGINEER OR ARCHITECT. FRAMING BELOW WITH TWO ROWS OF 16d NAILS � 12" ON-CENTER, OR ATTACHED
<br /> APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER, ALTERNATE JOIST HANGERS TO CONCRETE BELOW WITH 5/8" DIAMETER ANCHOR BOLTS � 4'-0" ON-CENTER
<br /> CONCRETE AND OTHER HARDWARE MAY BE SUBSTITUTED FOR ITEMS SHOWN PROVIDED THEY HAVE ,
<br /> ICC APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. ALL JOIST HANGERS EMBEDDED 7" MINIMUM, UNLESS INDICATED OTHERWISE. INDIVIDUAL MEMBERS OF
<br /> ' 12. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND P�ACED IN ACCORDANCE AND OTHER HARDWARE SHALL BE COMPATIBLE IN SIZE WITH MEMBERS PROVIDED. BUILT-UP POSTS SHALL BE NAILED TO EACH OTHER WITH TWO ROWS OF 16d �12"
<br /> 1906 AND ACI 301 INCLUDING TESTING PROCEDURES. ON-CENTER. UNLESS OTHERWISE NOTED GYPSUM WALLBOARD SHALL BE FASTENED
<br /> WITH IBC SECTION 1905, � MANUFACTURED LUMBER PRODUCTS SHALL BE INSTALLED WITH A MOISTURE CONTENT OF TO THE INTERIOR SURFACE OF ALL STUDS AND PLATES WITH N0. 6 X 1 -1/4"
<br /> CONCRETE SHALL ATTAIN A 28-DAY STRENGTH OF f'c = 3,000 PSI AND MIX SHALL 12% OR LESS. THE CONTRACTOR SHALL MAKE PROVISIONS DURING CONSTRUCTION TO TYPE S OR W SCREWS � 8" ON-CENTER. UNLESS INDICATED OTHERWISE,
<br /> CONTAIN NOT LESS THAN 5-1/2 SACKS OF CEMENT PER CUBIC YARD AND SHALL BE PREVENT THE MOISTURE CONTENT OF INSTALLED BEAMS FROM EXCEEDING 12�. 1/2" (NOMINAL) APA RATED SHEATHING (SPAN RATING 24/0) SHALL BE NAILED
<br /> PROPORTIONED TO PRODUCE A SLUMP OF 5" OR LESS. EXCESSIVE DEFLECTIONS MAY OCCUR IF MOISTURE CONTENT EXCEEDS THIS VA�UE. TO ALL EXTERIOR SURFACES WITH 8d NAILS � 6" ON-CENTER AT PANEL EDGES
<br /> 13. ALL CONCRETE WITH SURFACES EXPOSED TO WEATHER OR STANDING WATER SHALL BE 23. PLYWOOD SHEATHING SHALL BE GRADE C-Q, EXTERIOR GLUE OR STRUCTURAL II, AND TOP AND BOTTOM PIATES (BLOCK UN-SUPPORTED EDGES) AND TO ALL
<br /> AIR-ENTRAINED WITH AN AIR-ENTRAINING AGENT CONFORMING TO ASTM C260, C494, EXTERIOR GLUE IN CONFORMANCE WITH DOC PS 1 . ORIENTED STRAND BOARD OF INTERMEDIATE STUDS AND BLOCKING WITH 8d NAILS C� 12 ON-CENTER ALLOW
<br /> AND C618. TOTAL AIR CONTENT FOR FROST-RESISTANT CONCRETE SHALL BE IN EQUIVALENT THICKNESS, EXPOSURE RATING AND PANEL INDEX MAY BE USED IN LIEU 1/8" SPACING AT ALL PANEL EDGES AND PANEL ENDS.
<br /> ACCORDANCE WITH TABLE ACI 318 TABLE 4.2.1 MODERATE EXPOSURE. OF PLYWOOD.
<br /> C. FLOOR AND ROOF FRAMING: PROVIDE DOUBLE JOISTS UNDER ALL General �
<br /> , 14. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT S1), ROOF SHEATHING SHALL BE 1/2" (NOMiNAL) WITH SPAN RATING 32/16. PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE JOIST LENGTH
<br /> GRADE 60, fy = 60,000 PSI. EXCEPTIONS: ANY BARS SPECIFICALLY SO NOTED ON FLOOR SHEATHING SHALL BE 3/4" (NOMINAL) WITH SPAN RATING 48 24. AND AROUND ALL OPENINGS IN FLOORS OR ROOFS UNLESS OTHERWISE NOTED.
<br /> THE DRAWINGS SHAL� BE GRADE 40, fy = 40,000 PSI. WELDED WIRE FABRIC SHALL ,> � PROVIDE SOLID BLOCKING AT ALL BEARING POINTS. TOENAIL JOISTS TO Notes
<br /> CONFORM TO ASTM A-185. SPIRAL REINFORCEMENT SHALL BE PLAIN WIRE CONFORMING WALL SHEATHING SHALL BE 1/2 (NOMINAL) WITH SPAN RATING 24/0. SUPPORTS WITH TWO 16d NAILS. ATTACH TIMBER JOISTS TO FLUSH HEADERS OR
<br /> TO ASTM A615, GRADE 60, fy = 60,000 PSI. REFER TO WOOD FRAMING NOTES BELOW FOR TYPICAL NAILING REQUIREMENTS. B�MS WITH SIMPSON METAL JOIST HANGERS IN ACCORDANCE WlTH NOTES ABOVE.
<br /> NAIL ALL MULTI-JOIST BEAM5 TOGETHER WITH TWO ROWS 16d � 12" ON-CENTER.
<br /> 15. DETAILING OF REINFORCING STEEL (INCLUDING HOOKS AND BENDS) SHALL BE IN 24. ALL WOOD IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE- UNLESS OTHERWISE NOTED ON THE PLANS, PLYWOOD ROOF AND FLOOR
<br /> ACCORDANCE WITH ACI 315-99 AND 318-05. LAP ALL CONTINUOUS REINFORCEMENT �5 TREATED WITH AN APPROVED PRESERVATIVE OR (2) LAYERS OF ASPHALT IMPREGNATED SHEATHING SHALL BE LAID UP WITH GRAIN PERPENDICULAR TO SUPPORTS AND
<br /> AND SMALLER 40 BAR DIAMETERS OR 2'-0" MINIMUM. PROVIDE CORNER BARS AT ALL BUILDING PAPER SHALL BE PROVIDED BETWEEN UNTREATED WOOD AND CONCRETE OR NAILED AT 6" ON-CENTER WITH 8d NAILS TO FRAMED PANEL EDGES, STRUTS AND
<br /> WALL AND FOOTING INTERSECTIONS. LAP CORNER BARS �5 AND SMALLER 40 BAR MASONRY. OVER STUD WALLS AS SHOWN ON PLANS AND � 12" ON-CENTER TO INTERMEDIATE
<br /> DIAMETERS OR 2'-0" MINIMUM. LAPS OF LARGER BARS SHALL BE MADE IN •
<br /> ACCORDANCE WITH ACI 318-05, CLASS B. LAP ADJACENT MATS OF WELDED WIRE SUPPORTS. PROVIDE APPROVED PLYWOOD EDGE CLIPS CENTERED BETWEEN JOISTS/
<br /> ' FABRI� A MINIMUM OF 8" AT SIDES AND ENDS. TRUSSES AT UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES .
<br /> SHALL HAVE APPROVED T&G JOINTS OR SHALL BE SUPPORTED WITH SOUD
<br /> NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS BLOCKING. ALLOW 1/8" SPACING AT A�L PANEL EDGES AND ENDS OF FLOOR AND
<br /> SPECIFICALLY SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. ROOF SHEATHING. TOENAIL BLOCKING TO SUPPORTS WITH 16d C� 12" ON-CENTER S � . O
<br /> UNLESS OTHERWISE NOTED.
<br />
|