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<br /> THE GENERAL NOTES APPLY UNLE55 NOTED OTHERWISE ON THE DRAWINGS. I '
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<br /> GENERAL CRITERIA TIM�ER CONSTRUCTION CRITERIA TREATED LUM�ER & METAL COR�OSION o j , , ;
<br /> GOVERNING CODE GENERAL FRAMING LUMBER SHALL HAVE A MC-19 MOISTURE CONTENT, AND GRADED PREFABRICATED CONNECTOR PLATE W000 TRUSSES SHALL BE DESIGNED BY THE CHEMICALLY TREATED WOOD d� CORR4SION OF CONNECTORS � FASTENERS � � li I
<br /> ALL MATERIALS, DESIGN AND CONSTRUCTION OF THIS PROJECT SHALL CONFORM TO THE AND MARKED IN CONFORMANCE WITH THE CURRENT WWPA STANDARD GRADING RULES. MANUFACTURER PER THE LOADS SPECIFIED IN THE DESIGN CRITERIA AND IN WOOD MATERIALS REQUIRED TO BE TREATED WITH PRESERVATIVE PER THE � � , � ,
<br /> PROVISIONS OF THE DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL RESIDENTIAL LUM6ER SHALL 6E FURNISHED TO THE STANDARDS INDICATED ON THESE DRAWINGS, ACCORDANCE WITH THE "DESIGN SPECIFICATIONS FOR METAL PLATE CONNECTED GOVERNING 6UILDING CODE SHALL BE IDENTIPIED 6Y A QUALIFIED MARK IN w w I, ', ; ',
<br /> CODE �HEREAFTER REFERRED TO AS THE IRCI. UNDERSTOOD TO 6E THE AUTHORITY THE DESIGN SHOWN IN THESE DRAWINGS IS BASED ON THE NATIONAL DESIGN WOOD TRUSSES, TpI-02" BY THE TRUSS PLATE INSTITUTE FOR SPANS AND CONDITIONS ACCORDANCE WITH AWPA STANDARDS, � a ' '
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<br /> HAVING JURISDICTION. SPECIFICATION FOR WOOD CONSTRUCTION, 2005 EDITION (HEREAFTER REFERRED TO AS SHOWN ON THE DRAWINGS. ao
<br /> THE NDS�. TIMBER CONNECTORS AND FASTENERS IN CONTACT WITH PRESERVATIVE-TREATED OR � c� 'I i '
<br /> GENERAL DETAILS WOOD TRUSSES SHALL UTILIZE ApPROVED CONNECTOR PLATES. PROVIDE FOR SHAPES, �IRE-RETARDENT TREATED LUMBER SHALL BE HOT-DIPPED GALVANIZED STEEL, o N ;
<br /> TYPICAL OR GENERAL NOTES AND DETAILS ON THESE SHEETS SHALL APPLY TO ALL ROOF FLOOR d� WALL SHEATHING SHALL BE APA RATED EXTERIOR OR EXPOSURE 1 IN BEARING POINTS INTERSECTIONS HIPS VALLEYS ETC, A5 SHOWN ON THESE STAINLESS STEEL SILICON BRONZE OR COPPER. �
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<br /> C O N S T R U C T I O N U N L E S S S P E C I F I C A L L Y N O T E D O R S HOW N OTHERWISE. CONSTRUCTION CONFORMANCE WITH IBC SECTION 2303J,4 SEE PLAN NOTES AND SCHEDULES FOR DRAWINGS EXACT COMPOSITION OF SPECIAL HIP, VALLEY, AND INTERSECTION AREAS � I I,
<br /> DETAILS NOT FULLY SHOWN OR NOTED SHALL 6E SIMILAR TO DETAILS SHOWN FOR THICKNESS, SPAN RATING, BLOCKING AND NAILING REQUIREMENTS, GLUE FLOOR SHALL 6E DETERMINED BY THE MANUFACTURER, PROVIDE ALL TRUSS TO TRUSS AND A BARRIER BETWEEN PRESERVATIVE-TREATED OR FIRE-RETARDENT TREATED LUMBER � � ' ' ' '
<br /> SIMILAR CONDITIONS. SHEATHING TO ALL SUPPORTING MEMBERS WITH ADHESIVE CONFORMING TO APA TRUSS TO BEAM CONNECTION DETAIL9 AND REQUIRED CONNECTION MATERIALS, CAN 6E USED WHEN APPROVED 6Y THE ENGINEER OR ARCHITECT.
<br /> SPECI�ICATION AFG-01. SHEATHING SHALL BE INSTALLED WITH GRAIN PERPENDICULAR PROVIDE DETAILS FOR ALL PERMANENT TRUSS 6RACING AND �RIDGING, u
<br /> DISCREPANCIES TO SUPPORTS. PROVIDE APPROVED PANEL EDGE CLIPS C�NTERED BETWEEN RAFTERS THE CONTRACTOR SHALL BE RESPONSIBLE FOR SELECTION OF THE APPROPRIATE � �
<br /> THE CONTRACTOR & SPECIAL INSPECTOR SHALL PROVIDE THE ENGiNEER WITH A OR TRUSSES AT UNBLOCKED EDGES. ALLOW FOR AN 1/8" SPACING AT ALL PANEL ALL COMMON WIRE NAILS b� SPIKES, HARDENED STEEL NAILS b� SPIKES, AND 60X CONNECTOR OR FASTENER COATING BASED ON THE INTENDED END USE OF THE �Z �
<br /> W R I T T E N R E Q U E S T F O R C L A R I F I C A T I O N U P 4 N F I N D I N G A N Y D I S C R E P A N C Y O R O M I S S I O N I N E D G E S A N D E N D S O F F L O O R A N D R O O F S H E A T H I N G, N A I L S S H A L L C O N F O R M T O T H E N O M I N A L S I Z E S S P E C I F I E D I N A S T M F 1 6 6 7, A L L N A I L S C O N N E C T O R O R F A S T E N E R A N D T H E C H E M I C A L P R E S E R V A T I V E U S E D I N T H E W
<br /> THE DRAWINGS OR SPECIFICATIONS, SPECIFIED ON THESE DRAWINGS, EITHER DRIVEN WITH A HAMMER OR PNEUMATIC TREATMENT OF THE LUMBER FOR WHICH IT IS IN CONTACT � W
<br /> DEVICE SHALL HAVE THE FOLLOWING PROPERTIES; � o �
<br /> SHORING 8� EXCAVATION TYPICAL STUD WALL FRAMING REQUIREMENTS IDOES NOT INCLUDE SHEAR WALLS� THE FOLLOWING TA6LE SHALL BE USED FOR SELECTION OF CONNECTORS BASED ON ��
<br /> THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATION PROCEDURES, GALVANIZED COATING OR STAINLESS STEEL, FASTENERS USED SHALL BE MADE OF • -v=i
<br /> INCLUDING LAGGING, SHORING AND PROTECTION OF ADJACENT PROPERTY, STRUCTURES, EXTERIOR WALLS H�#2 2X6 @ 16"o.c, � � `� � �' THE SAME MATERIAL AS THE CONNECTOR, � p �
<br /> STREETS AND UTILITIES, DOUBLE TOP PLATE MATCH STUD SIZE, SPECIES, AND GRADE c� �
<br /> PANEL 6LOCKING MATCH STUD SIZE, SPECIES, AND GRADE PENNY-WEIGHT 8d tOd 12d 16d 20d � W =
<br /> SOLE PLATE MATCH STUD SIZE, SPECIES, AND GRADE U,NA, � , • : / � A o �
<br /> (SEE SHEAR WALL SCHEDULE�, DIAMET�R �INCHES) 0.131 0,15 0,15 0,16 0.19 Z �
<br /> C 0 N C R�T E C R I T�R I A MUD SILL PLATE MATCH STUD SIZE, SPECIES, AND GRADE U.N,O. LENGTH �INCHES) 2.50 3.00 3,25 3,50 4,00 PRODUCT COATINGS >: z
<br /> PRESERVATIVE TREATED CHEMICAL
<br /> CONCRETE REQUIREMENTS PRESERVATIVES ���� oZlsf ►Gt85)
<br /> (SEE SHEAR WALL SCHEDULE). 0,90 oz/sf STAINLESS N
<br /> LOCATION STRENGTH MAX W/C RATIO �G90� HDG PER ASTM A653, A153 STEEL _� T
<br /> FOOTINGS & WALLS 3000P5I @ 28 DAYS 0,55 SOLE PLATE SHALL 6E ATTACH TO FRAMING BELOW w/ 16d NAILS @ 12"ac, U.N.O� �SEE OR A123
<br /> + SHEAR WALL SCHEDULE FOR BALANCE OF INPORMATIONI• s � � UNTREATED WOOD APPROVAL STAMP
<br /> AIR CONTENT OP CONCRETE EXPOSED TO WEATHER SHALL CONTAIN 5%-1% ENTRAINED � �► � S6X YES YES YES
<br /> AIR. MUD SILL PLATE SHALL BE BOLTED TO CONCRETE WITH 5/8°m ANCHORS BOLTS @ CCA-C
<br /> 6'-0"o.c. w/ 3x3x1/4" PLATE WASHERS. PROVIDE MINIMUM (2� BOLTS PER PLATE w/ �1) CONNECTION DESCRIPTION NAILING ACQ-C & ACQ-D '
<br /> MIX DESIGN SHALL BE BASED ON FIELD EXPERIENCE OR TRIAL MIXTURES IN BOLT LOCATED NOT MORE THAN 12" OR LESS THAN 171 BOLT DIAMETERS FROM EACH JOIST TO SILL �3� Sd COMMON �3J 3"x0,131"m CBA-A & CA-B NO YES YES
<br /> CONFORMANCE WITH THE SPECIFICATIONS, END, Non-DOT
<br /> GIRDER TOE NAIL (3� 8d COMMON (3� 3"x0,131°m ACZA NO NO NO
<br /> MATERIAL RE4UIREMENTS CEMENT; ASTM C150, ASTM C94 TWO STUDS MINIMUM SHALL BE PROVIDED AT THE ENDS OF WALLS, AT EACH SIDE OF gLOCKING BETWEEN
<br /> ADMIXTURES: ACI 301 ALL OPENINGS, AND AT THE ENDS OF ALL BEAMS AND HEADERS. POSTS OF 6UILT-UP �3� 8d COMMON �3� 3"x0,131"�
<br /> AGGREGATES, ASTM C33 2X STUDS SHALL BE NAILED TO EACH OTHER P�R THE POST SCHEDULE. SOLID JOISTS NOTES;
<br /> BLOCKING FOR WOOD POSTS SHALL BE PROVIDED THROUGH ALL FLOORS TO SUPPORT TOENAIL RAFTERS TO TOP SBX DOT SODIUM BORATE
<br /> PLACING CONCRETE AS NEARLY AS PRACTICABLE TO ITS �INAL POSITION TO AVOID MEMBERS OR FOUNDATION BELOW, PLATE 13� Sd COMMON (3I 3"x0,131"m CCA-C CHROMATED COPPER ARSENATE
<br /> SEGREGATION. THE FREE UNCONFINED FALL OF THE CONCRETE SHALL NOT EXCEED 5 BRIDGING TO JOIST ACQ-C & ACQ-D ALKALINE COPPER QUAT
<br /> FEET, SAWN LUMBER ROOF AND FLOOR FRAMING SHALL PROVIDE 2X 6LOCKING AT ALL TOENAIL � (2) 8d COMMON ►2� 3��x0,131°m CBA-A & CA-B COPPER AZOTE
<br /> BEARING POINTS. AND EITHER CROSS BRIDGING OR SOLID BRIDGING @ 8'o�c, MAXIMUM, NON-DOT OTHER 60RATE
<br /> DEBRIS SHALL BE REMOVED FROM FORMS PRIOR TO PLACING CONCRETE. FACE NAIL TOP PLATE ACZA AMMONIACAL COPPER ZINC ARSENATE '
<br /> MANUFACTURED LUM6ER ROOF AND FLOOR FRAMING ALL NECESSARY BRIDGING, LAPS & INTERSECTIONS 121 16d COMMON ENGINEER STAMP
<br /> CONSOLIDATION OF CONCRETE 6Y SUITA6LE MEANS, THOROUGHLY WORK CONCRETE BLOCKING, BLOCKING PANELS, WEB STIFFENERS, ETC, SHALL �E DETAILED AND END NAIL TOP PLATE TO
<br /> AROUND EMBEDDED ITEMS AND INTO CORNERS OF FORMS, FURNISHED BY THE MANUPACTURER, INSTALLATION OF THE A60VE ITEMS SHALL BE IN STUD 12) 16d COMMON A��R E VI AT I 0 N S A N D SY M�0 L S
<br /> STRICT ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS,
<br /> CURING REQUIREMENTS REQUIRE THAT CONCRETE SHALL BE MAINTAINED IN A MOIST TOENAIL STUD TO SOLE (2� gd COMMON (4� 3"x0,131"�
<br /> CONDITION FOR A SUITABLE PERIOD OF TIME AFTER PLACEMENT. ADEQUATE PREFABRICATED WOOD JOISTS SHALL BE DESIGNED BY THE MANUFACTURER FOR PLATE AB6REVIATIONS
<br /> PRECAUTIONS SHALL BE TAKEN DURING HOT AND COLD WEATHER IN ACCORDANCE SPANS AND CONDITIONS SHOWN ON THE DRAWINGS AND SHALL BE FURNISHED AND END NAIL STUD TO 2X AB ANCHOR BOLTS LONG LONGITUDINAL
<br /> WITH THE SPECIFICATIONS, INSTALLED IN CONFORMANCE WITH THE MANUFACTURER'S INSTRUCTIONS, THESE SOLE PLATE 121 16d COMMON ARCH ARCHITECT MFR MANUFACTURER
<br /> PRODUCTS SHALL BE MANUFACTURED TO THE STANDARDS SET FORTH IN THE ASD ALLOWABLE STRESS DESIGN o/c ON CENTER
<br /> REtNFORCING BARS SHALL BE DEFORMED BARS CONFORMING TO ASTM A615, GRADE 60, FOLLOWING ICC REPORT; END NAIL STUD TO 3X (2) 20d BOX 6LKG 6LOCKING MK MARK
<br /> EXCEPT AS NOTED ON THE DRAWING9, SOLE PLATE B & BOT 60TTOM PERP. PERPENDICULAR
<br /> PLYWOOD WEB JOISTS ICC REPORT N0, ESR-1153 TOENAIL RIM JOIST TO BM 6EAM PL PLATE
<br /> WELDED WIRE FA6RIC SHALL CONFORM TO ASTM A185, OPEN WE6 WOOD JOIST ICC REPORT N0, ESR-1774 TOP PLATE 8d COMMON @ 6"o/c 3"x0,131"m @ 6"o/c CONC CONCRETE QTY QUANTITY
<br /> FACE NAIL SOLE PI.ATE CONT CONTINUOUS REINF REINFORCING
<br /> BENDING GLUED LAMINATED MEMBERS SHALL BEAR AN AITC IDENTIFICATION MARK AND BE TO JOIST OR 6LOCKING 16d COMMON @ 16"o/c 3"x0,t31"m @ 8"o/c CL CENTER LINE RQMT REQUIREMENT
<br /> BARS SHALL 6E BENT COLD, BARS PARTIALLY EMBEDDED IN CONCRETE SHALL NOT BE ACCOMPANIED BY A CERTIFICATE OF CONFORMANCE. MEMBERS SHALL CONFORM TO DBL DOUBLE RBC ROOF BOUNDARY CLIP
<br /> FIELD BENT UNLESS NOTED OR SHOWN OTHERWISE OR AUTHORIZED BY THE ENGINEER, ALL THE RELATIVE ASTM AND AITC STANDARDS, �ELOW EA EACH SHTG SHEATHING �
<br /> ELEV ELEVATION SCHD SCHEDULE
<br /> REINFORCMENT PLACING REQUIRES THAT 6ARS SHALL BE SUPPORTED AND TIED TO ALL SIMPLE SPAN BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F-V4 SIMP50N STRONG-TIE CONNECTORS CALLED OUT BY LETTERS AND NUMBERS AS FF FINISHED FLOOR T TOP �
<br /> PREVENT DISPLACEMENT BY CONSTRUCTION LOADS OR BY PLACING OF CONCRETE, Fb = 2,400 PSI, Fv = 190 P5I (2000' RADIUS CAMBER U.N.O J SPECIFIED IN THE LATEST EDITION OF THEIR CATALOG, PROVIDE NUMBER AND SIZE OF GALV GALVANIZED TRANS TRANSVERSE �
<br /> MAXIMUM SPACING OF SUPPORTS SHALL �E 3'-6", ALL CANTILEVERED 6EAMS SHALL BE DOUGLAS FIR COMBiNATION 24F-V8 FASTENERS AS SPECIPIED BY THE MANUFACTURER. CONNECTORS SHALL BE INSTALLED HORZ HORIZONTAL UNO UNLESS NOTED OTHERWISE
<br /> Fb = 2,400 PSI, Fv = 240 PSI �UNCAM6ERED U.N.O.I IN ACCORDANCE TO THE MANUFACTURER'S INSTRUCTIONS. ITOW INSIDE TOP OF WALL VERT VERTICAL �
<br /> MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE AS FOLLOWS, UNO, ALL POSTS & COLUMNS SHALL BE DOUGLAS FIR COMBINATION 5
<br /> CONCRETE CAST AGAINST EARTH 3° �c = 2,400 PSI, Ft = 1,600 PSI, E = 2000 KSI DRILLED FASTENERS INSTALLED IN WOOD MEMBERS SHALL 6E INSTALLED IN SYM60L5 Q
<br /> CONCRETE CAST AGAINST FORM EXPOSED TO EARTH OR WEATHER ACCORDANCE WITH THE FOLLOWING TABLE; @ AT *- PLUS OR MINUS
<br /> #6 THROUGH #18 BARS 2" GLUED LAMINATED PRODUCTS EXP05ED TO WEATHER OR MOISTURE SHALL BE TREATED � DEGREES w/ WITH �
<br /> #5 AND SMALLER 1,5" WITH AN APPROVED PRESERVATIVE, o � a m DIAMETER w/o WITHOUT �j �
<br /> CONCRETE CAST AGAINST FORM NOT EXP05ED TO EARTH OR WEATHER �
<br /> S L A B S & W A L L S W I T H #1 1 A N D S M A L L E 0,7 5" O nn
<br /> BEAMS & COLUMNS 1,5�� FASTENERS LEAD HOLE m SHANK HOLE m � W w
<br /> BOLTS _ p + 132 HARDIEPLANK PANEL/LAP SIDING � � > �
<br /> WELDING OF REINFORCING 6ARS IS NOT PERMITTED, J O N Q
<br /> LAG SCREWS 0,7 D p SEE HARDIEPLANK MANUAL IWWW.JAMESHARDIE.COM) FOR SALANCE OF INFORMATION, Q
<br /> WET SETTING OF REINFORCEMENT ANCHOR 60LTS, OR ANY EMB�DDED ITEM WITHIN MANUFACTURERS REQUIREMENTS SUPERSEDE THE FOLLOWING INFORMATION, f- J Z Q �
<br /> T H E C O N C R E T E I S N O T P E R M I T T E D. W O O D S C R E W S 0,8 8 D r 0.8 8 D . p O S I T I O N T H E B O T T O M E D G E O F T H E F I R S T C O U R S E O F S I D I N G A M I N I M U M Z � m
<br /> 1/4" BELOW THE EDGE OF THE STARTER STRIP, W Q � �-
<br /> LAP SPLICES SHALL 6E 24" UNLESS NOTED OTHERWISE ON THE FOLLOWING DRAWINGS, NAILS (PRE-DRILLED) 0,75 D ' . STAGGER BUTT JOINTS A MINIMUM OF 2 STUD BAYS. � � � � W
<br /> • E N D O F P L A N K S M U S T L A N D O V E R S T U D S W N W � W
<br /> NOTES: PLACEMENT � � �
<br /> 1, 'D' I N D I C A T E S T H E S H A N K D I A M E T E R 0� T H E F A S T E N E R. • T Y P I C A L L A P 1-1/4" Q r � � W
<br /> 2, 'Dr' INDICATES THE ROOT DIAMETER OF THE PASTENER, • TYPICAL GAP 1/8"
<br /> 3. 'D' SHALL NOT EXCEED 1", FASTENING
<br /> 4, THE LEAD HOLE FOR LAG SCREWS SHALL HAVE THE SAME DEPTH OF • 6d NAILS IN EA STUD, 3/8" CLEAR FROM END OF BOARD AND 1" CLEAR FROM �
<br /> PENETRATION AS THE LENGTH OF THE UNTHREADED SHANK. THE LEAD HOLE TOP OF BOARD W
<br /> OR CLEARANCE HOLE SHALL NOT BE REQUIRED FOR DIAMETERS LESS THAN PRIMED HARDIPLANK � -
<br /> 3/8" OR LESS, PROVIDED EDGE, END AND SPACING IS TO 6E SUFFICIENT TO • JOINT FLASHING OR CAULK WILL NOT VOID WARRANTY
<br /> PREVENT SPLITTING. • CAULK IS PERMITED IF PRIMER IS APPLIED TO FINISH THE CUT END. O
<br /> 5, LAG AND WOOD SCREWS SHALL BE INSTALLED BY TURNING OF A WRENCH, COLORPLUS TECHNOLOGY z
<br /> SCREW DRIVER, OR SCREW GUN NOT DRIVEN BY A HAMMER, • USE OF CAULK IN LUE OF JOINT FLASHING WILL VOID WARRANTY J
<br /> 6, ALL �OLTS AND LAG SCREW9 SHALL CONFORM TO ASTM SPECIFICATION. • CAULK IS PERMITTED WHEN COLOR-MATCHED EDGE COATER IS APPLIED TO Q
<br /> 7, WASHERS SHALL 6E INSTALLED UNDER THE HEADS AND NUTS OF ALL BOLTS FINISH THE CUT END. �
<br /> AND LAG SCREWS BEARING ON WOOD.
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<br /> JOB NO. 18-002
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