HomeMy WebLinkAbout09040017 Lowe's Garden Center Expansion Approved pg 5THESE DRAWINGS /CALCULAT1ONS ARE
CONSTRUCTION OR RECORDING UNLESS
CONSIDERED PRELIMINARY -NOT FOR
THE STRUCTURAL ENGINEER OF
SIGNATURE.
RECORD'S SEAL IS AFFIXED WITH WRITTEN
PROJECT NUMBER 08 -704
PROJECT MANAGER RAD
PROJECT ENGINEER PML
PROJECT DRAFTER JCF
CARUSO TURLEY. SCOTT. INC
consulting structural engineers
1215 West Rio Salado Parkway, Suite 200
Tempe, Arizona 85281 (480) 774 -1700 (774 -1701 FAX)
GENERAL STRUCTURAL NOTES
BUILDING CODE:
2006 EDITION OF THE INTERNATIONAL BUILDING CODE.
LOADS:
LATERAL:
WIND:
3 SECOND WIND GUST 90 MPH.
WIND IMPORTANCE FACTOR 1.0.
EXPOSURE C.
FOUNDATIONS:
SPREAD FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED SOIL 32 INCHES MINIMUM BELOW ADJACENT
FINISHED GRADE, OR EXISTING GRADE. FINISHED GRADE IS DEFINED AS TOP OF SLAB FOR
INTERIOR FOOTINGS AND LOWEST ADJACENT GRADE WITHIN 5 FEET FOR PERIMETER FOOTINGS.
DESIGN SOIL BEARING VALUE 1500 PSF.
CONCRETE:
SPECIFIED 28 DAY COMPRESSIVE STRENGTH F'c:
FOUNDATIONS (DESIGN BASED ON 2,500 PSI)
SLAB ON GRADE
GENERAL:
ALL CAST -IN -PLACE CONCRETE CONSTRUCTION SHALL CONFORM TO THE LATEST EDITION OF THE
ACI. MECHANICALLY VIBRATE ALL CONCRETE WHEN PLACED UNLESS NOTED OTHERWISE.
ADMIXTURES CONTAINING CHLORIDES SHALL NOT BE USED. NO OTHER ADMIXTURES PERMITTED
WITHOUT APPROVAL. FOR CONCRETE WITHOUT PLASTICIZER, MAXIMUM SLUMP 4 1/2" AT POINT OF
PLACEMENT U.N.O. IF PLASTICIZER IS USED, A HIGHER FINAL SLUMP MAY BE ALLOWED UPON
STRUCTURAL ENGINEER'S APPROVAL
FOR REINFORCING INFORMATION, SEE REINFORCING SECTION OF G.S.N., PLANS, SCHEDULES AND
DETAILS.
UNLESS NOTED OTHERWISE ON THE DRAWINGS, THE EMBEDMENT OF CONDUITS, PIPES, SLEEVES, ETC.
OF ANY MATERIAL SHALL NOT BE PERMITTED WITHIN ANY CONCRETE STRUCTURAL ELEMENT (IE:
COLUMNS, BEAMS. ELEVATED SLABS, ETC.) OR STRUCTURAL CONCRETE TOPPINGS WITHOUT THE
EXPRESSED APPROVAL OF THE STRUCTURAL ENGINEER.
FLY ASH IF PERMITTED BY ARCHITECTURAL SPECIFICATIONS, SHALL BE LIMITED TO 25% OF TOTAL
CEMENTITIOUS MATERIALS BY WEIGHT. FLY ASH SHALL BE INCLUDED IN THE CALCULATION OF
W/C RATIOS SPECIFIED ABOVE. FLY ASH ADDITIVES SHALL NOT BE USED ON SLABS WITH A
BURNISHED OR ACID FINISH.
SLABS ON GRADE:
MAXIMUM SLUMP WITHOUT PLASTICIZER AT POINT OF PLACEMENT SHALL BE 5 INCHES. MIX DESIGN
SHALL HAVE A MINIMUM AMOUNT OF CEMENTITIOUS MATERIALS(CEMENT PLUS FLY ASH), 540 POUNDS
PER CUBIC YARD (FOR 3/4 INCH NOMINAL MAXIMUM AGGREGATE SIZE) PER ACI 302.1R -04 TABLE
6.2. MIX DESIGNS SHALL TAKE CARE TO PROVIDE THE LARGEST POSSIBLE SIZE OF COURSE
AGGREGATE WHILE MAINTAINING CONCRETE WORKABILITY. NOMINAL MAXIMUM AGGREGATE SIZE
SHALL NOT BE LESS THAN 3/4 INCH NOR MORE THAN 1/3 THE DEPTH OF THE SLAB. MIX
DESIGNERS SHALL SUBMIT SLAB ON GRADE DESIGNS WITH SHRINKAGE CHARACTERISTICS NOT
EXCEEDING 0.00078 IN /IN TO MEET THE REQUIREMENTS OF ACI 360R -06, FIG5.6 FOR TYPICAL
CONCRETE. SLABS SHALL BE PLACED ON A FLAT, SMOOTH, FIRM, COMPACTED SUBGRADE.
CONCRETE SHALL BE MIXED, PLACED, FINISHED AND CURED PER LATEST EDITION OF ACI 302.1 FOR
THE APPROPRIATE FLOOR CLASS TYPE PER TABLE 1.1 AND SECTION 7. CURING COMPOUND SHALL
BE COMPATIBLE WITH ARCHITECTURAL FLOOR FINISH.
SLABS ON GRADE SHALL BE VIBRATED ONLY AT TRENCHES, FLOOR DUCTS, TURNDOWNS, ETC.
CAST CLOSURE POUR AROUND COLUMNS AFTER COLUMN DEAD LOAD IS APPUED. UNLESS
APPROVED OTHERWISE IN WRITING BY THE ARCHITECT, ALL CONCRETE SLABS ON GRADE SHALL BE
BOUND BY CONTROL JOINTS (CONSTRUCTION OR SAW CUT) PER TYPICAL DETAILS, AS SHOWN ON
THE FOUNDATION PLAN, SUCH THAT THE ENCLOSED AREA DOES NOT EXCEED 150 SQUARE FEET.
CONSTRUCTION CONTROL JOINTS NEED ONLY OCCUR AT EXPOSED EDGES DURING POURING, ALL
OTHER JOINTS MAY BE SAW CUT. SLAB REINFORCING, WHERE SHOWN, SHALL NOT EXTEND MORE
THAN 125 FEET WITHOUT STOPPING THE REINFORCEMENT AT A CONTROL JOINT.
MASONRY:
GENERAL
HOLLOW CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90, MEDIUM WEIGHT, GRADE N, F'm
1,500 PSI, RUNNING BOND, MORTAR TYPE S, 1,800 PSI. GROUT 2,000 PSI. MECHANICALLY
VIBRATE GROUT IMMEDIATELY AFTER POURING AND AGAIN 5 TO 10 MINUTES LATER. PROVIDE
CLEANOUTS IF GROUT LIFT EXCEEDS 5-0 IN BLOCK WALLS. MAXIMUM GROUT LIFT SHALL BE 6'-
0". WHEN APPROVED BY THE STRUCTURAL ENGINEER AND BUILDING OFFICIAL GROUT LIFTS MAY
BE GREATER THAN 6' -0" IF IT CAN BE DEMONSTRATED BY CONTRACTOR THAT THE GROUT SPACES
CAN BE PROPERLY FILLED. FILL CELLS SOLIDLY WITH GROUT IN LIFTS AND STOP POURS 1 1/2"
BELOW THE TOP OF A COURSE TO FORM A KEY AT POUR POINTS. UNLESS NOTED OTHERWISE ON
THE PLANS, PLACE CONTROL JOINTS IN MASONRY WALLS SUCH THAT NO STRAIGHT RUNS OF WALL
EXCEEDS 24' -0 CONTROL JOINTS SHALL NOT OCCUR AT WALL CORNERS, INTERSECTIONS, ENDS,
WITHIN 24" OF CONCENTRATED POINTS OF BEARING OR JAMBS, OR OVER OPENINGS UNLESS
SPECIFICALLY SHOWN ON THE STRUCTURAL DRAWINGS. ALL MASONRY BELOW FINISHED FLOOR OR
GRADE SHALL BE GROUTED SOLID.
VERTICAL REINFORCING:
1 #5 IN CENTER OF GROUT AT CENTER OF WALL, CONTINUOUS FULL HEIGHT OF WALL AT ALL
CORNERS, INTERSECTIONS, WALL ENDS, BEAM BEARINGS, JAMBS, EACH SIDE OF CONTROL
JOINTS AND AT INTERVALS NOT TO EXCEED 48" O.C. UNLESS NOTED OTHERWISE. TIE AT 8'-
0" VERTICALLY, WITH SINGLE WIRE LOOP TIE BY A.A. WIRE PRODUCTS COMPANY. DOWEL
VERTICAL REINFORCING TO FOUNDATION WITH DOWELS TO MATCH VERTICAL REINFORCING.
HORIZONTAL REINFORCING:
LAP SPUCES:
3.000 PSI
4,000 PSI
2 #5 IN MINIMUM 8" DEEP GROUTED CONTINUOUS BOND BEAM AT ELEVATED FRAMING
ASSEMBLIES. 2 #5 IN MINIMUM 8" DEEP GROUTED CONTINUOUS BOND BEAM AT TOP OF
PARAPETS AND FREESTANDING WALLS. PLACE THESE BARS CONTINUOUS THRU CONTROL
JOINTS PER TYPICAL DETAIL TO MAINTAIN BOND BEAM CONTINUITY, INSTALL BENT BARS
PER TYPICAL DETAILS TO MATCH HORIZONTAL BOND BEAM REINFORCING AT CORNERS AND
INTERSECTIONS. STANDARD WEIGHT (NO. 9 GAGE WIRE) DUR -O -WAL OR DUR -O -WIRE (OR
EQUIVALENT) LADDER TYPE JOINT REINFORCEMENT AT 16" O.C.
LAP SPUCES FOR VERTICAL AND HORIZONTAL REINFORCING SHALL BE PER TYPICAL DETAIL. DO
NOT SPLICE WITHIN 8' -0" OF CONTROL JOINTS. LAP HORIZONTAL LADDER TYPE JOINT REINFORCING
12" MINIMUM.
FOR ADDITIONAL REINFORCING INFORMATION, SEE REINFORCING SECTION OF G.S.N., PLANS,
SCHEDULES AND DETAILS.
VENEER TIES:
TYPICAL VENEER ATTACHMENT TO MASONRY WALLS SHALL CONSIST OF GALVANIZED STEEL D/A 518
ANCHORAGE SYSTEM MANUFACTURED BY DUR -O -WALL, INC. ANCHORS CONSIST OF A 3/16
DOUBLE WIRE PINTLE UNIT EXTENDING 3" INTO VENEER AND 5 3/4" INTO MASONRY WALL AT 16"
O.C. EACH WAY. INSTALL PER MANUFACTURER'S SPECIFICATIONS. ALTERNATE ATTACHMENT
SYSTEM MAY BE SUBMITTED BY CONTRACTOR TO ARCHITECT /ENGINEER FOR APPROVAL AND SHALL
CONFORM TO THE APPLICABLE CHAPTER OF THE BUILDING CODE.
REINFORCING:
ALL REINFORCING PER CRS( SPECIFICATIONS AND HANDBOOK. ASTM A615 (Fy 60 KSI GRADE
60) DEFORMED BARS FOR ALL BARS #5 AND LARGER. ASTM A615 (Fy 40 KSI GRADE 40)
DEFORMED BARS FOR ALL BARS #4 AND SMALLER. WHERE SHOWN ON DRAWINGS ALL GRADE 60
REINFORCING TO BE WELDED SHALL BE ASTM A706. WELDED WIRE FABRIC PER ASTM A185, WIRE
PER ASTM A82. NO TACK WELDING OF REINFORCING BARS ALLOWED WITHOUT PRIOR REVIEW OF
PROCEDURE MTh THE STRUCTURAL ENGINEER. LATEST ACI CODE AND DETAILING MANUAL APPLY.
CLEAR CONCRETE COVERAGES AS FOLLOWS:
CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH
EXPOSED TO EARTH OR WEATHER
#6 OR LARGER
#5 AND SMALLER
ALL OTHER PER LATEST EDITION OF ACI 318
STRUCTURAL STEEL:
1
3"
2"
1/2"
ALL REINFORCING SHALL BE CHAIRED TO ENSURE PROPER CLEARANCES. SUPPORT OF FOUNDATION
REINFORCING MUST PROVIDE ISOLATION FROM MOISTURE /CORROSION BY USE OF A PLASTIC OR
CONCRETE CHAIR. DUCT -TAPE COVERED REINFORCING IS NOT AN ACCEPTABLE CHAIR.
ALL DIMENSIONS REFERENCED IN DRAWINGS AS "CLEAR" SHALL BE FROM FACE OF STRUCTURE TO
EDGE OF REINFORCING, AND SHALL NOT BE LESS THAN STATED, NOR GREATER THAN "CLEAR"
DIMENSION PLUS 3/8 ALL OTHERS SHALL BE PLUS OR MINUS 1/4" TYPICAL UNLESS NOTED
OTHERWISE.
FIELD BENDING OR STRAIGHTENING OF DEFORMED BARS SHALL BE LIMITED TO BARS AND
SMALLER AND SHALL BE FIELD BENT OR STRAIGHTENED ONLY ONCE. ANY BEND SHALL BE LIMITED
TO 90 DEGREES. IF FIELD BENDING OR STRAIGHTENING OF #6 BARS OR LARGER IS REQUIRED, OR IF
A SECOND BEND IS REQUIRED FOR #5 BARS AND SMALLER, HEAT SHALL BE APPUED FOR BENDING
OR STRAIGHTENING. CONTRACTOR SHALL SUBMIT PROCEDURE FOR APPLYING HEAT TO ENGINEER
FOR REVIEW AND APPROVAL PRIOR TO BENDING OR STRAIGHTENING BARS.
GENERAL:
ALL CONSTRUCTION PER LATEST AISC HANDBOOK. ALL PIPE STEEL SHALL BE ASTM A500 (Fy
42 KSI) OR ASTM A53, TYPE E OR S, GRADE B (Fy 35 KSI). ALL TUBE STEEL
SHALL BE ASTM A500 (Fy 46 KSI). ALL MISCELLANEOUS STEEL UNLESS NOTED
OTHERWISE SHALL BE ASTM A36 (Fy 36 KSI). THE TERMS PIPE AND ROUND HOLLOW
STRUCTURAL SHAPE (HSS) ARE USED SYNONYMOUSLY THROUGHOUT THESE DOCUMENTS
ALONG WITH THE TERMS TUBE STEEL AND RECTANGULAR OR SQUARE HSS.
ALL STRUCTURAL ROLLED STEEL MEMBERS WITH Fy GREATER THAN 36 KSI ARE TO BE IDENTIFIED
WITH AN ASTM SPECIFICATION MARK OR TAG PER IBC SEC. 2203.1.
UNLESS NOTED OTHERWISE, ALL BOLTS SHALL BE ASTM A307. ALL BOLTS SHALL BE INSTALLED
WITH STEEL WASHERS AT SHORT SLOTTED HOLES USING SNUG TIGHT INSTALLATION, UNLESS NOTED
OTHERWISE. ALL SHEAR STUD CONNECTORS USED IN THE INTERCONNECTION OF STEEL AND
CONCRETE FOR COMPOSITE CONSTRUCTION SHALL BE PER ASTM A108, WITH A MINIMUM TENSILE
STRENGTH OF 60 KSI, A MINIMUM YIELD STRENGTH OF 50 KSI, AND A 20% ELONGATION IN 2
INCHES.
ANCHOR RODS:
ANCHOR RODS INCLUDE HOOKED, HEADED, AND THREADED AND NUTTED ANCHORS. THE TERMS
ANCHOR BOLT AND ANCHOR ROD ARE USED SYNONYMOUSLY THROUGHOUT THESE DOCUMENTS.
ALL ANCHOR ROD MATERIAL SHALL BE PER ASTM F1554 GRADE 55 WELDABLE (GRADE 36)
(GRADE 105). A307 ANCHOR RODS MAY BE SUBSTITUTED FOR ASTM F1554 GRADE 36 AT
CONTRACTOR'S OPTION. ALL ANCHOR RODS SHALL BE INSTALLED WITH STEEL WASHERS AT SHORT
SLOTTED HOLES USING SNUG TIGHT INSTALLATION, UNLESS NOTED OTHERWISE.
THE ANCHORING MECHANISM FOR NUTTED ANCHOR RODS SHALL CONSIST OF DOUBLE NUTS WITH A
WASHER BETWEEN. THE NUTS AND WASHER ARE TO BE EMBEDDED INTO THE CONCRETE PER THE
DETAILS AND PLANS. THE WASHER SHALL BE 1/4 "X4 "X4" U.N.O. THE CONTRACTOR SHALL
PREVENT THE NUTS FROM SPINNING OFF DURING THE VIBRATION OF THE CONCRETE. THIS COULD
BE ACCOMPLISHED BY TIGHTENING THE NUTS AGAINST EACH OTHER THEREBY LOCKING THEM IN
PLACE OR BY TACK WELDING EACH NUT TO THE ANCHOR ROD.
WHERE THE ANCHORS ARE TO BE GALVANIZED, THE ANCHOR ROD AND THE NUTS SHALL BE
GALVANIZED WITH THE SAME PROCESS TO ENSURE THE THREADS MATCH.
AT CONTRACTOR'S OPTION HEADED ANCHORS PER ABOVE MAY BE SUBSTITUTED FOR CONVENTIONAL
ANCHORS AND MACHINE BOLTS (REVERSE SUBSTITUTION NOT ALLOWABLE).
EXPANSION AND EPDXY ANCHORS:
ALL EXPANSIVE ANCHORAGE FOR CONCRETE INSTALLATION ONLY SHALL BE PER ITW /REDHEAD
"TRUBOLT" WEDGE ANCHOR (ICC ESR -2251) OR APPROVED EQUIVALENT. ALL EXPANSIVE
ANCHORAGE FOR MASONRY INSTALLATION ONLY SHALL BE PER SIMPSON "WEDGE -ALL" ANCHOR (ICC
ESR -1396) OR APPROVED EQUIVALENT. ALL ADHESIVE (EPDXY) ANCHORAGE FOR CONCRETE OR
MASONRY SHALL BE PER SIMPSON 'SET' SYSTEM WITH DUAL SIDE BY SIDE CARTRIDGES (ICC ESR
1772) OR APPROVED EQUIVALENT. ALL ANCHORS SHALL BE INSTALLED WITH STEEL WASHERS AT
SHORT SLOTTED HOLES USING SNUG TIGHT INSTALLATION UNLESS NOTED OTHERWISE.
WELDING:
UNLESS NOTED OTHERWISE, ALL WELDS PER LATEST EDITION OF THE AWS STANDARDS. ALL WELDING
SHALL BE PERFORMED BY WELDERS HOLDING VALID CERTIFICATES AND HAVING CURRENT
EXPERIENCE IN THE TYPE OF WELD SHOWN ON THE DRAWINGS OR NOTES. CERTIFICATES SHALL BE
THOSE ISSUED BY AN ACCEPTED TESTING AGENCY. ALL WELDING DONE BY E70 SERIES LOW
HYDROGEN RODS UNLESS NOTED OTHERWISE. FOR GRADE 60 REINFORCING BARS, USE E90 SERIES.
THESE DRAWINGS DO NOT DISTINGUISH BETWEEN SHOP AND FIELD WELDS; THE CONTRACTOR MAY
SHOP WELD OR FIELD WELD AT THEIR DISCRETION. SHOP WELDS AND FIELD WELDS SHALL BE
SHOWN ON THE SHOP DRAWINGS SUBMITTED FOR REVIEW.
SHOP DRAWINGS:
SHOP DRAWINGS SHALL BE SUBMITTED FOR ALL STRUCTURAL ITEMS IN ADDITION TO ITEMS REQUIRED
BY ARCHITECTURAL SPECIFICATIONS.
THE CONTRACTOR SHALL REVIEW ALL SHOP DRAWINGS PRIOR TO SUBMITTAL. ITEMS NOT IN
ACCORDANCE WITH CONTRACT DOCUMENTS SHALL BE FLAGGED UPON CONTRACTOR'S REVIEW.
VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS AND FIELD CONDITIONS.
MANUFACTURER OR FABRICATOR SHALL CLOUD ANY CHANGES, SUBSTITUTIONS, OR DEVIATIONS
FROM CONTRACT DOCUMENTS. ANY OF THE AFOREMENTIONED WHICH ARE NOT CLOUDED OR
FLAGGED BY SUBMITTING PARTIES, SHALL NOT BE CONSIDERED APPROVED AFTER ENGINEER'S
REVIEW, UNLESS NOTED ACCORDINGLY.
THE ENGINEER HAS THE RIGHT TO APPROVE OR DISAPPROVE ANY CHANGES TO CONTRACT
DOCUMENTS AT ANYTIME BEFORE OR AFTER SHOP DRAWING REVIEW.
THE SHOP DRAWINGS DO NOT REPLACE THE CONTRACT DOCUMENTS. ITEMS OMITTED OR SHOWN
INCORRECTLY AND ARE NOT FLAGGED BY THE STRUCTURAL ENGINEER OR ARCHITECT SHALL NOT BE
CONSIDERED CHANGES TO CONTRACT DOCUMENTS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO
ENSURE ITEMS ARE CONSTRUCTED TO CONTRACT DOCUMENTS.
THE ADEQUACY OF ENGINEERING DESIGNS AND LAYOUT PERFORMED BY OTHERS RESTS WITH THE
DESIGNING OR SUBMITTING AUTHORITY.
REVIEWING IS INTENDED ONLY AS AN AID TO THE CONTRACTOR IN OBTAINING CORRECT SHOP
DRAWINGS. RESPONSIBILITY FOR CORRECTNESS SHALL REST WITH THE CONTRACTOR.
GENERAL NOTES:
Applies unless noted otherwise on drawings
THE STRUCTURAL CONSTRUCTION DOCUMENTS REPRESENT THE FINISHED STRUCTURE. EXCEPT
WHERE NOTED, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL
PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH
MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING FOR LOADS DUE TO
CONSTRUCTION EQUIPMENT, ETC. THE STRUCTURAL ENGINEER OF RECORD SHALL NOT BE
RESPONSIBLE FOR THE CONTRACTOR'S MEANS, METHODS, TECHNIQUES, SEQUENCES FOR PROCEDURE
OF CONSTRUCTION. OR THE SAFETY PRECAUTIONS AND THE PROGRAMS INCIDENT THERETO (NOR
SHALL OBSERVATION VISITS TO THE SITE INCLUDE INSPECTION OF THESE ITEMS).
WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR MATERIALS, SUCH STANDARDS
SHALL BE THE LATEST EDITION AND /OR ADDENDA. ANY ENGINEERING DESIGN, PROVIDED BY
OTHERS AND SUBMITTED FOR REVIEW, SHALL BEAR THE SEAL OF A REGISTERED ENGINEER
RECOGNIZED BY THE BUILDING CODE JURISDICTION OF THIS PROJECT.
NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL STRUCTURAL NOTES
AND TYPICAL DETAILS. WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO
SIMILAR WORK ON THE PROJECT. AND /OR AS PROVIDED FOR IN THE CONTRACT DOCUMENTS.
WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL STRUCTURAL NOTES AND
SPECIFICATIONS, THE GREATER REQUIREMENTS SHALL GOVERN.
CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS WITH ARCHITECTURAL
DRAWINGS PRIOR TO START OF CONSTRUCTION. RESOLVE ANY DISCREPANCY WITH THE ARCHITECT.
ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL, CIVIL, MECHANICAL,
PLUMBING AND ELECTRICAL ITEMS WITH THE APPROPRIATE TRADE DRAWINGS AND SUBCONTRACTORS
PRIOR TO CONSTRUCTION.
TYPICAL DETAILS MAY NOT NECESSARILY BE CUT ON PLANS, BUT APPLY UNLESS NOTED OTHERWISE.
CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED CONSTRUCTION. LOAD
SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT.
OPTIONS ARE FOR CONTRACTOR'S CONVENIENCE. IF AN OPTION IS CHOSEN, CONTRACTOR SHALL
BE RESPONSIBLE FOR ALL NECESSARY CHANGES, APPROVALS AND THE COORDINATION OF THE
WORK WITH ALL RELATED TRADES AND SUPPLIERS.
SPECIAL INSPECTION STRUCTURAL ONLY:
SPECIAL INSPECTIONS SHALL BE PERFORMED UNDER THE DIRECT SUPERVISION OF A STATE
REGISTERED STRUCTURAL ENGINEER WHO IS FAMILIAR WITH THE STRUCTURAL DESIGN OF THIS
PROJECT. THE SUPERVISING STRUCTURAL ENGINEER SHALL SEAL THE SPECIAL INSPECTION
CERTIFICATE.
SPECIAL INSPECTION IS TO BE PROVIDED FOR THE ITEMS LISTED BELOW IN ADDITION TO THE
INSPECTIONS CONDUCTED BY THE BUILDING JURISDICTION. "SPECIAL STRUCTURAL INSPECTION"
SHALL NOT REUEVE THE OWNER OR THEIR AGENT FROM REQUESTING THE BUILDING JURISDICTION
INSPECTIONS REQUIRED BY SECTION 109 OF THE INTERNATIONAL BUILDING CODE. SPECIAL
INSPECTION IS REQUIRED PER CHAPTER 17 FOR THE FOLLOWING:
1. EXPANSION, EPDXY, AND ADHESIVE ANCHORS: DURING THE PLACEMENT OF ALL ANCHORS SHOWN
ON STRUCTURAL DRAWINGS. ADDITIONAL INSPECTIONS REQUIRED FOR REPAIR DETAILS SHALL BE
PERFORMED AT THE CONTRACTOR'S EXPENSE.
A. INSPECTION OF HOLE DIAMETER AND DEPTH.
B. INSPECTION OF HOLE CLEANING WITH WIRE BRUSH AND COMPRESSED AIR.
C. INSPECTION OF ANCHOR INSTALLATION USING SPECIFIED PRODUCT AND MANUFACTURER'S
RECOMMENDED INSTALLATION PROCEDURES.
2. WELDING:
A. PERIODIC VISUAL INSPECTION OF ALL FIELD WELDS.
B. CONTINUOUS INSPECTION OF ALL MULTIPASS FILLET WELDS OR SINGLE PASS FILLET WELDS
LARGER THAN 5/16
C. NON- DESTRUCTIVE TESTING OF ALL COMPLETE PENETRATION WELDS BY AN AWS CERTIFIED
INDEPENDENT TESTING LABORATORY AT THE CONTRACTORS EXPENSE.
D. VERIFICATION OF VAUD WELDER'S CERTIFICATES.
E. ALL STRUCTURAL STEEL FABRICATORS SHALL EMPLOY AN AWS CERTIFIED INDEPENDENT TESTING
LAB TO PROVIDE SHOP WELD INSPECTIONS PER CODE. INSPECTION REPORTS SHALL BE SUBMITTED
TO ENGINEER OF RECORD PRIOR TO STEEL INSTALLATION.
3. STRUCTURAL MASONRY:
A. DURING PREPARATION OF PRISMS.
B. INSPECTION OF IN -PLACE REINFORCING FOR CONFORMANCE PRIOR TO THE DELIVERY OF GROUT
TO THE JOBSITE.
C. CONTINUOUS INSPECTION DURING PLACEMENT OF GROUT.
D. CLEANOUTS PRIOR TO CLOSING.
DUTIES AND RESPONSIBILITIES OF THE SPECIAL INSPECTOR:
A. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED TO BE CERTAIN IT CONFORMS
TO THE APPROVED DESIGN DRAWINGS AND SPECIFICATION.
B. THE SPECIAL INSPECTOR IS NOT AUTHORIZED TO APPROVE DEVIATIONS FROM THE DESIGN
DRAWINGS OR SPL,..trICATIONS, AND ALL DEVIATIONS MUST BE APPROVED BY THE STRUCTURAL
ENGINEER OF RECORD PRIOR TO PROCEEDING WITH THE WORK. ALL REQUESTS FOR DEVIATIONS
SHALL BE INITIATED BY THE CONTRACTOR VIA WRITTEN REQUEST FOR INFORMATION (RFI).
C. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL, AND
TO THE ENGINEER OR ARCHITECT OF RECORD. ALL DISCREPANCIES SHALL BE BROUGHT TO THE
IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, IF UNCORRECTED, TO THE
DESIGN AUTHORITY AND THE BUILDING OFFICIAL
D. CONTRACTOR SHALL PROVIDE THE SPECIAL INSPECTOR ACCESS TO ALL ITEMS REQUIRING
SPECIAL INSPECTION. ACCESS SHALL BE PROVIDED BY IN -PLACE LADDERS, SCAFFOLDS, LIFTS
AND /OR OTHER EQUIPMENT OPERATED BY THE CONTRACTOR'S PERSONNEL AS REQUIRED FOR SAFE
OBSERVATION. INSPECTOR IS NOT RESPONSIBLE OR AUTHORIZED TO OPERATE CONTRACTOR'S
EQUIPMENT.
E. UPON COMPLETION OF THE ASSIGNED WORK THE ENGINEER OR ARCHITECT SHALL COMPLETE
AND SIGN THE APPROPRIATE FORMS CERTIFYING THAT TO THE BEST OF THEIR KNOWLEDGE THE
WORK IS IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS. AND THE APPUCABLE
WORKMANSHIP PROVISIONS OF THE CODE.
EXISTING GARDEN
CENTER SIDEWALL
TO BE REMOVED.
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HOME CENTERS, INC.
P.O. BOX 1111 N. WILKESBORO, NC 28856
REVISIONS
PRE -BID SET A BID SET
ISSUE DATE ISSUE DATE
DATE DESCRIPTION
2/16/09/N OWNER COMMENTS
5/22/09/\ CITY COMMENTS
THIS DRAWING IS THE PROPERTY OF LOWE'S HOME
CENTERS, INC. ANY USE OR REPRODUCTION IN
WHOLE OR PART IS PROHIBITED WITHOUT THE
EXPRESSED WRITTEN CONSENT OF LOWE'S HOME
CENTERS, INC. COPYRIGHT 2008 ALL RIGHTS RESERVED
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