HomeMy WebLinkAbout024 A001.pdfGeneral Structural iR1 guireCi1ents LIGHT METAL-PLATE-CONNEBTO'IIWOOD ROOF TRUSSES SHALL BE NAILS INSTALLED PARALLEL TO THE GLUE LINES ON THE NARROW FACE
DESIGNED AND FABRICATED BY A TRUSS MANUFACTURER FOR. TYPICAL OF ENGINEERED LUMBER BEAMS SHALL NOT BE SPACED CLOSER THAN
LOADS LISTED BELOW: FOUR INCHES FOR 10d COMMON NAILS AND THREE INCHES FOR 8d
COMMON NAILS.
ALL CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF ACI 301- 20 PSF - TOP CHORD SNOW LOAD
05 "SPECIFICATIONS FOR STRUCTURAL CONCRETE" AND ACI 318-08 "BUILDING 20 PSF - TOP CHORD LIVE LOAD DO NOT DRILL, NOTCH, CUT (EXCEPT TO LENGTH), OR ALTER
CODE REQUIREMENTS FOR STRUCTURAL CONCRETE". 10 PSF - TOP CHORD DEAL) LOAD ENGINEERED LUMBER BEAMS OR .JOISTS WITHOUT WRITTEN APPROVAL
10 PSF - BOTTOM CHORD DEAD LOAD OF FABRICATOR AND REVIEW BY STRUCTURAL ENGINEER.
fc=3500 PSI (SLABS -ON -GRADE) 40 PSF-BOTTOM CHORD LIVE LOAD AT ATTIC Not part of base Bid - onlyto be included per Alternate 1
fc=3000 PSI (FOOTINGS) WALKWAYS p erna0 - 1, 21 - 11 0 1
ASTM A615 GRADE 60 (TYPICAL REINFORCING STEEL) 1- 00,-__- .....-.._
ASTM A185 (WELDED WIRE FABRIC - USE FLAT SHEETS ONLY) REFER TO DRAWINGS FOR OTHER SPECIAL LOADS, INCLUDING IN PLANE
LATERAL TRANSFER FORCES AT TRUSSES OVER SHEAR WALLS,M�•��'�i�����'F�'�"+ ��i®®per•+► i
ALL EXTERIOR EXPOSED CONCRETE SHALL BE FURNISHED WITH AN AIR-
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R PROVIDING AN :AIR -CONTENT' OF 6 / i 1P2 A : ,
ENTRAINING ADMIXTURE ROV3D/Y, f" T _ _
l DESIGN FOR THE FOLLOWING DEFLECTION LIMITS.. _ t. I
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POINT OF PLACEMENT -REFER TO SPECIFICATIONS; G ___ _
L#480 LIVE LOAD _.... • `, _ .
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ALL MASONRY WORK SHALL CONFORM TO THE REQUIREMENTS OF ACI 530-Il��ff
{ L1360 LIVE LOAD + DEAD LOAD
08fASCE 5-081"TMS 402-08g"BUILDING CODE REQUIREMENTS FOR MASONRY"
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STRUCTURES AND (ACI 530.1-081ASCE 6-081TMS602-08)"SPECIFICATION FOR T R SHALL 4 r - *gyp
DESIGN OF BOTTOM CHORDS NOT EXCEED 95 to OF ALLOWABLE c*a � � ry � i =
P7IASONRY STRUCTURES". co
COMBINED STRESSES. { _r 1 ( • '
ASTM Cso (BLOCK) o • F0 , 1 0 1 F0 I
I ) TOP AND BOTTOM! CHORDS SHALL BE 2X6 MINIMUM. USE SOUTHERN PINE. � � �
ASTM C270 (MORTAR) -TYPES (CMUI, TYPE N (BRICK) 1 ;, •
I ASTM C476 (GROUT) SUBMIT SLOP DRAWINGS ON ALL TRUSSES FOR DMWPV REVIEW PRIOR TO
fm=1500 PSI t I,' »,
FABRICATION, SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN I
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ASTM A615 GRADE 60 (REINFORCING) NORTH CAROLINA. SHOP DRAWINGS SHALL INCLUDE AN ERt=CTION PLAN a� I F�1 ; � i �
SHOWING TRUSS TYPE. LOCATION,, AND SPACING. X I:
ALL BLOCK CONTAINING VERTICAL REINFORCING SHALL HAVE TWO CELLS PER
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16 BLOCK, CELLS SHALLALIGNVERTICALLY. BARS SHALL BE HELD IN PLACE METAL -PLATE -CONNECTED WOOD TRUSSES ARE UNSTABLE UNTIL
BY REBAR POSITkONERS OR OTHER SUITABLE DEVICES. PROPERLY BRACED. PROPER HANDLING, SAFETY PRECAUTIONS, AND ;� � I I i '
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TEMPORARY BRACING ARE THE RESPONSIBILITY OF THE CONTRACTOR: ,
IN VERTICALLY REINFORCED WALLS USE LADDER TYPE NOT TRUSS TYPE II I1 • - I1
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( ) PROVIDE TEMPORARY BRACING IN ADDITION TO PERMANENT LATERAL C - - �
REINFORCING IN HORIZONTAL MORTAR JOINTS. '
BRACING (SHOWN ON TRUSS SHOP DRAWINGS TO REDUCE MEMBER '- � -,' � A .�-
UNBRACED LENGTH) AND ANY PERMANENT BRACING SHOWN ON THESE ; I 1 I 1 1 I 1
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GROUT SLUMP SHALL BE 8" TQ 11", PLACE GROUT PER ACI 530.1 SECTION 3:5 DRAWINGS: I 11f, Alternate !�1
AND CONSOLIDATE BY VIBRATION. RECONSOLIDATE BY VIBRATION AFTER i
INITIAL WATER LOSS AND SETTLEMENT. -: _:
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PROVIDE NUMBER OF PLIES OF TRUSSES REQUIRED TO KEEP BEARING _. _- _
STRESS ON WOAD TOP PLATE BELOW THE FOLLOWING LIMITS:.. , «- E_� � •
AFTER STEEL ERECTION IS COMPLETE, FILL ALL POCKETS AT BEARING OF Base Bid
JOISTS AND BEAMS SOLID WITH MASONRY. BUILD TIGHT TO STEEL MEMBER 565 PSI - NO. 2 SOUTHERN PINE PLATES < 7
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425 PSI NO. 1/NO. 2 SPRUCE PINE FIR PLATES I 1 _ I' 1 "
ALL STRUCTURAL STEEL WORK SHALL CONFORM TO THE REQUIREMENTS'' .{�} ,, 10' 2w, c s
10-2 I:V
C - 5 SP CIFI AT A _ ',
OF AIS 360 0 E C ION FOR STRUCTURAL. STEEL BUILDINGS". WHERE TRUSSES FEAR (7N MASONRY PROVIDE ENOUGH TRUS PLIES AS » _ _
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LIED CONNECTIONS SHALL B TIGHTENED TO A SNUG TIGHT CONDITION 'BO E T G UREQUIRED TO LIf�11T BEARING STRESS ON MASONRY TO 375 PSI:. .- @ Y-
UNLESS NOTED OTHERWISE ON PLAN. REFER TO DRAWINGS FOR I j� 11 ,
CONNECTIONS. IF CONNECTIONS ARE NOT SHOWN, FABRICATOR SHALL ALL ROUGH CARPENTRY SHALL CONFORM TO THE REQUIREMENTS OF THE f
DESIGN CONNECTIONS FOR BEAM UNIFORMLY LOADED TO CAPACITY.
NDS 05 NATIONAL DESIGN SPECIFICATIONS ENDS) FOR WOOD
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CONSTRUCTION WITH 2O05 SUPPLEMENT". L- w
ASTM A992 (W-SHAPES AND WT-SHAPES) FY = 50 KSI r,,u A403 A301 -
ASTM A500 GRADE B SQUARE AND FY = 46 KSI
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( PROVIDE NO. 1/2 SPRUCE -PINE -FIR FOR STUD WALL FRAMING INCLUDING Ilk
RECTANGULAR HSS SHAPES) AND PLAT PROVIDE NO. 2 SOUTHERN PINE FOR ALL OTHER, 2 I f
STUDS ES R f + _
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F _ C7Ca3'ICInS
ASTM A500 GRADE B ROUND HSS SHAPES Y 42 KSI T _ YP ry
( ) FRAMING INCLUDING HEADERS, .JOISTS, RAFTERS, AND BEADS, UNLESS I _ � 1 1 1 _ I I
ASTM A5-3 TYPE E OR S PIPE FY = 35 KSI A403 / cs - 1 I (PIPE) NOTED OTHERWISE. ALL FRAMING LUMBER SHALL HAVE 19lo MAXIMUM F02 F0 *)
ASTM A36 (ANGLE, CHANNELS, PLATES, AND FY - 36 KSI MOISTURE CONTENT..
.:, 1I I1 I1 I I1
OTHER STRUCTURAL SHAPES) Q
E70XX (SMAW PROCESS WELDING) PROVIDE WOOD WOIST, MICROLLAM VENEER LUMBER (LVL), PARALLAM 1 1 I I I
E7XT-X (FCAW PROCESS WELDING) PARALLEL STRAND LUMBER (PSL), AND TIMBERSTRAND LUMBER (LSLj
ASTM A325-N (BOLTS) MANUFACTURED BY TRUS :JOIST (OR APPROVED E UAL). � :.Sim
ASTM A563 (HEAVY HEX NUT) tr"w�:�`p'-.-'"�-�'�-'� 4`1... e�. `tif�` ,--r- 1. � •I � '
ASTM F436 HARDENED STEEL WASHER
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( ) � ALL FRAMING CONNECTIONS NOT SPECIFICALLY INDICATED ON THESE --- y
ASTM F1554 FY-36 KSI (ANCHOR RODS UNO) `� CONSTRUCTION DOCUMENTS SHALL COMPLY WITH THE MINIMUMS
f , r _ ._ A403
ESTABLISHED BY TABLE 2304,9.12 OF NCBC, -
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'ERECTION F U STEEL PEN WEBS �I,.., _tee, ,�,. +4,-�� i�., � 1 (€3CBtiO�15 .i I
DETAILING AND E O O STRUCTURAL EEL AND O STEEL �_��, ��-�,�-�._s �.,_y -t,m� � ,- '`�._,� , �YF1
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JOISTS SHALL COMPLY WITH CURRENT OSHA STANDARDS FOR THE ALL NAILED CONNECTIONS OF TWO 2x MEMBERS) SPECIFICALLY INDICATED _ �� , - W�
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CONSTRUCTION INDUS RY SUBPART R STEEL ERECTION. , i locations C ON THESE CONSTRUCTION DOCUMENTS ARE ASSUMED TO BE DONE USING '�' I � I � Cat S
A MINIMUM NAIL SIZE OF 0.131 DIAMETER x 3`° LONG UNLESS NOTED g 1 I 11 1 1 I 1
F02 ! rs C)
T! STRUCTURE ARE A F �iF, I FOUNDAT6ONS FOR THIS S RUCT .EAR SPREAD FOOTINGS �._.�R NG ON OTHERWISE. r I 1 s; F02 (I I � I 1 �`�----`'�� 1 1
EITHER VIRGIN SOIL OR CONTROLLED COMPACTED FILL WITH AN ASSUMED
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SOIL BEADING CAPACITY OF 2000 PSF IN ACCORDANCE WITH THE OWNERS A' L LIGHT GAGE STEEL PRE -FORMED CONNECTORS SHALL BE IN TALLED h w-
L- E S_ _- - I � P
GEOTECHNICAL ENGINEERS REPORT BY ECS CAROLINAS, LLP, DATED MARCH P 1 I• � f
USING THE NUMBER OF NAILS AND NAIL TYPE LISTED FOR THAT.
01, 2012, [q N
CONNECTOR BY THE MANUFACTURER IN THEIR PUBLISHED LITERATURE.
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ALL NAILS LISTED AS `# 1/2"' LONG SHALL BE MADE BY THE MANUFACTURER �
THE OWNER'S GEOTECHNICAL ENGINEER SHALL VERIFY, PRIOR TO POURING OF THAT CONNECTOR. HANGERS OR CONNECTORS USED WITH PRESSURE d
CONCRETE THAT THE SOIL IS CAPABLE OF SUPPORTING SUCH A LOAD AND IS � I .
, TREATED LUMBER SHALL HAVE G,185 MINIMUM ZINC COATING (I.E. SIMPSON 4 1 � 1 � _ 1 � '
CONSISTENT WITH THE GEOTECHNICAL REPORT,
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ZMAX G185). �� A301 �' ,' ,
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THECONTRACTOR RACTOR SHALL PROTECT THE FOOTINGS AND SLABS FROM PROVIDE A MINIMUM OF THREE INCHES OF BEARING FOR ENGINEERED l 1
DAMAGE FROM FROST HEAVE DURING CONSTRUCTION UNTIL THE FINAL � t 2 Q
DESIGN STRUCTURE IS COMPLETE: LUMBER BEAMS, UNLESS OTHERWISE NOTED. T y YP
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ALL BEAMS SHALL BE LATERALLY SUPPORTED BY BLOCKING OR OTHER
MEANS AT ALL POINTS OF BEARING. I 7 �--�
A403
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22 4 _ I 10 0 21" - 11" ?FQ2 10' ®0rf 31' - 0" 3" - T 22' - 3" _ I 7` _ 3AwJ 0Y 0" 21" - ' 1 6° - 0"
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3_ Preformed expansion joints to be installed
Iwherever horizontal slabs abut vertical
elements/walls, and as shown on details & wall
sections.
4. Saw -cut construction joints to be installed at
the perimeter of any sloped area, at slope riddles
of multi -drain areas or changes in slope, and
otherwise spaced at maximum 1Z-0" O.C. each
way.
r . At dog fennel areas, construction joints shah
be installed between every 3rd kennel, at kennel
partition location,
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C. Contractor shall submit a proposed
expansion and construction joint location plan
to the architect' or appro4 prior to
commencing slab installation.
7. Bituminous d mproofing to be installed at
exterior side of all sub -grade masonry/concrete
unless otherwise noted.
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