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Home My WebLink AboutA010.7CONCRETE REQUIREMENTS AND SPECIFICATIONS: IT IS SOLELY THE CONTRACTOR'S RESPONSIBILITY TO FOLLOW ALL APPLICABLE SAFETY CODES AND REGULATIONS DURING ALL PHASES OF CONSTRUCTION. SHOULD ANY OF THE DETAILED INSTRUCTIONS SHOWN ON THE PLANS CONFLICT WITH THESE STRUCTURAL NOTES, THE SPECIFICATIONS, OR WITH EACH OTHER, THE STRICTEST PROVISIONS SHALL GOVERN. GOVERNING CODES: INTERNATIONAL BUILDING CODE, 2008, WITH CURRENT INDIANA AMENDMENTS. FOUNDATIONS: FOUNDATIONS ARE EXISTING AND NOT TO BE CHANGED. REINFORCED CONCRETE: ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 318-95, "BUILDING CODE REQUIREMENTS FOR REWFORCED CONCRETE". SPECIFlCATIONS: IN GENERAL, COMPLY WITH ACI 301-96,'STANDARD SPEGFICATIONS FOR STRUCTURAL CONCRETE". PLACEMENT AND CURING OF CONCRETE SHALL CONFORM TO ACI 305 "HOT WEATHER CONCRETING" AND ACI 306 "COLD WEATHER CONCRETING". ALL REINFORCING DETAILS SHALL CONFORM TO ACI 315-86, "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES" UNLESS DETAILED OTHERWISE ON THE STRUCTURAL DRAWINGS. ALL DEFORMED REINFORCING BARS: ASTM A615, GRADE 60 ALL WELDED WIRE FABRIC: ASTM A185, DELIVERED IN FLAT SHEETS REINFORCING SUPPLIER SHALL PROVIDE ALL BAR ACCESSORIES, CHAIRS, AND SUPPORTS NECESSARY TO SECURE STEEL IN ACCORDANCE WITH "ACT CODE OF STANDARD PRACTICE". CONCRETE COVER: UNLESS OTHERWISE NOTED, DETAIL REWFORCING TO PROVIDE MINIMUM COVER AS FOLLOWS: CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3 INCHES CONCRETE IN THE FOLLOWING AREAS SHALL CONSIST OF NATURAL SAND FWE AGGREGATE AND NORMAL WEIGHT COURSE AGGREGATES CONFORMING TO ASTM C33, TYPE 1 PORTLAND CEMENT CONFORMING TO ASTM C150, AND SHALL HAVE THE FOLLOWING COMPRESSIVE STRENGTH AT 28 DAYS: SLABS-ON-GRADE 4,000 PSI NO PART OF THE STRUCTURE SHALL BE PLACED ON FROZEN OR WET SOIL. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING THE FOUNDATION AND SOIL WITHIN THE BUILDING AREA FROM FREEZING DURING WINTER CONSTRUCTION. ALUMINUM GUTTERS AND DOWNSPOUTS: 1. GUTTERS SHALL BE CONTINUOUS SITE-FORMED ALUMINUM. 2. DOWNSPOUTS SHALL BE ALUMINUM. 3.ALUMINUM GUTTERS: a. HEAVY GAUGE, MINIMUM .027 THICKNESS b. FINISH BAKED-ON ENAMEL c. OGEE PROFILE (REAR EDGE HIGHER THAN FRONT EDGE) AS REQUIRED OR INDICATED ON DRAWINGS. d. USE HIDDEN HANGERS, NO SPIKES. 4. ALUMINUM DOWNSPOUTS: a. 3" X 4" PROFlLE b. FINISH BAKED-ON ENAMEL c. POP-RIVETED, MITERED. 5. INSTALL ALL MATERIALS AND ACCESSORIES WITH POSITIVE ANCHORAGE. PROVIDE FOR THERMAL EXPANSION. COORDINATE INSTALLATION WITH OTHER BUILDING COMPONENTS. ADA DIMENSIONS INSTHLL HLL FEOUIRED BLOCKING IN WHLL FIXi OMB BPR9, MIM0R9, PND PCCE990GE9 ROUGH FRAMING REQUIREMENTS AND SPECIFICATIONS: IT IS SOLELY THE CONTRACTOR'S RESPONSIBILITY TO FOLLOW ALL APPLICABLE SAFETY CODES AND REGULATIONS DURING ALL PHASES OF CONSTRUCTION. SHOULD ANY OF THE DETAILED INSTRUCTIONS SHOWN ON THE PLANS CONFLICT WITH THESE STRUCTURAL NOTES, THE SPECIFICATIONS, OR WITH EACH OTHER, THE STRICTEST PROVISIONS SHALL GOVERN. GOVERNING CODES: INTERNATIONAL BUILDING CODE, 2006, WITH CURRENT INDIANA AMENDMENTS. ROUGH CARPENTRY SPECIFICATIONS: SECTION 06100 ALL WOOD CONNECTIONS, JOIST HANGERS, POST CAPS, BASES, HOLD-DOWNS, ETC. SHALL BE MANUFACTURED BY SIMPSON STRONG-TIE CO. INC. OR AN APPROVED EQUAL. UNLESS OTHERWISE NOTED, CONNECTIONS SHALL BE INSTALLED STRICTLY IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS FOR CONDITIONS SIMILAR TO THESE APPLICATIONS. ALL MEMBER SIZES GIVEN IN THE DRAWINGS ARE NOMINAL DIMENSIONS. ALL FLOOR JOISTS (IF USED AND OF ANY SIZE) AND ROOF JOISTS (GREATER THAN 2X8'S) SHALL BE LATERALLY SUPPORTED BY SOLID BLOCKING EXCEPT WHERE ENDS OF JOIST ARE NAILED TO A HEADER OR RIM JOIST OR TO AN ADJOINING STUD. S90LID BLOCKING SHALL NOT BE LESS THAN TWO INCHES IN THICKNESS AND THE FULL DEPTH OF THE JOIST. SOLID 2X BRIDGING AT CENTER OF SPAN FOR ALL FLOOR JOISTS. COORDINATE ALL DIMENSION LUMBER SIZES BETWEEN ARCHITECTURAL AND STRUCTURAL DRAWINGS. BRING ANY DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT. WHERE POSTS ARE SHOWN, HEADERS SHALL BEAR FULLY ON POSTS. ALL WOOD JOISTS SHALL BEAR ON THE FULL WIDTH OF SUPPORTING MEMBERS. ALL BEAMS AND JOISTS NOT BEARING ON SUPPORTING MEMBERS SHALL BE FRAMED WITH SIMPSON JOIST HANGERS OR EQUAL USE TYPE LU-210 (OR EQUAL) FOR SINGLE 2X'S AND NPE HUS-210-2 (OR EQUAL) FOR DOUBLE 2X'S. PROVIDE MINIMUM 2-2X12 HEADERS WITH MIN. V2 INCH PLYWOOD FLITCH PLATE AT ALL OPENINGS IN BEARING WALLS WHERE NO HEADERS ARE CALLED OUT. MAXIMUM SPAN FOR 2-2X12 HEADERS SHALL BE 4'-0" UNLESS NOTED. WOOD HEADERS OR POSTS MADE UP OF 2X'S SHALL BE SPIKED TOGETHER. BOTTOM PLATES OF ALL BEARING INTERIOR AND EXTERIOR FIRST FLOOR STUD WALLS SHALL BE ANCHORED WITH 1l2 INCH RED HEAD ANCHOR BOLTS WITH MIN. 6 WCH EMBEDMENT AT 4'-0" ON CENTER, OR WITH EQUIVALENT ANCHORS AS APPROVED BY THE ARCHITECT. ANCHORS SHALL BE A MAXIMUM OF 1'-0" FROM CORNERS. BOTTOM PLATES OF NON-BEARING FIRST FLOOR STUD WALLS IN CONTACT WITH SLAB SHALL BE ANCHORED USING #16D CONCRETE NAILS 32" ON CENTER OR EQUAL. BOTTOM PLATES IN CONTACT WITH MASONRY OR CONCRETE SLAB, AND LUMBER USED FOR BATTEN BOARDS, SHALL BE PRESSURE TREATED IMPREGNATED WITH WATERBORNE PRESERVATION IN ACCORDANCE WITH THE AMERICAN WOOD PRESERVATION BUREAU (AWPB) STANDARD LP-2, CURRENT EDITION. ROOF SHEATHING SHALL BE MIN. 1l2 INCH 321164-PLY C-D INT-APA. H-CLIPS SHALL BE USED TO SUPPORT EDGES OF THE PLYWOOD SHEATHING BETWEEN THE TRUSSES OR ROOF RAFTERS. WALL SHEATHING AT CORNERS SHALL BE 1I2 INCH CDX PLYWOOD, GLUED WITH EXTERIOR GLUE AND NAILED AT PERIMETER CORNERS. NAILED-ONLY ALONG STRAIGHT RUNS. ALL LUMBER USED FOR LOAD SUPPORTING PURPOSES, INCLUDING END- JOINTING OR EDGE GLUED LUMBER SHALL BE IDENTIFIED BY THE GRADE MARK OF AN INSPECTION AGENCY CERTIFlED BY THE AMERICAN LUMBER STANDARDS COMMITTEE" (ALSCj. IN LIEU OF A GRADE MARK, A CERTIFICATE OF INSPECTION AS TO SPECIES AND GRADE ISSUED BY A LUMBER GRADING OR INSPECTION AGENCY APPROVED BY THE ALSC MAY BE ACCEPTED. ALL LUMBER SHALL BE SEASONED TO A MOISTURE CONTENT OF 19 PERCENT. LUMBER SHALL BE PROTECTED FROM THE ELEMENTS UNTIL SUCH TIME IT IS USED IN CONSTRUCTION STORED OFF THE GROUND. ACCESSIBILITY REQUIREMENTS: MIRRORS: MIRRORS SHALL BE FLAT AGAINST THE WALL, WITH THE BOTTOM OF THE MIRROR SURFACE NO MORE THAN 40 INCHES ABOVE FINISH FLOOR. THE TOP EDGE OF THE MIRROR SURFACE SHALL BE A MINIMUM OF 741NCHE5 ABOVE FINISH FLOOR. LAVATORIES AND SINKS: WATER SUPPLY AND DRAINPIPES UNDER LAVATOPoES AND SINKS SHALL BE INSULATED OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP OR ABRASNE SURFACES UNDER LAVATORIES AND SINKS. ACCESSIBLE TOILET WATER CLOSETS: CENTERLWE OF WATER CLOSET SHALL BE 16" MINIMUM TO 18" MAXIMUM FROM THE SIDEWALL OR PARTITION. CONTRACTOR SHALL CONFIRM IN THE FIELD THAT THE CLEARANCES IN A WATER CLOSET STALL SHALL BE 60 INCHES MINIMUM MEASURED PERPENDICULAR FROM THE SIDEWALL AND REAR WALL. NO OTHER FIXTURES OR OBSTRUCTIONS SHALL BE LOCATED WITHIN THE REQUIRED WATER CLOSET CLEARANCE. NOTIFY ARCHITECT IMMEDIATELY IF AN OBSTRUCTION CONFLICTS WITH THE ABOVE REQUIREMENTS. HEIGHT: THE HEIGHT OF ACCESSIBLE WATER CLOSETS SHALL BE 17 INCHES MINIMUM TO 19 INCHES MAXIMUM MEASURED TO THE TOP OF THE TOILET SEAT. SEATS SHALL NOT BE SPRUNG TO RETURN TO A LIFTED POSITION. FLUSH CONTROLS SHALL BE LOCATED ON THE TRANSFER SIDE OFTHE WATERCLOSET. ACCESSIBLE URINALS: URINALS SHALL BE WALL-HUNGTYPE WITH THE RIM 171NCHES MAXIMUM ABOVE FINISH FLOOR. URINALS SHALL PROVIDE A MINIMUM DEPTH OF 13 1/3 INCHES MEASURED FROM THE OUTER FACE OF THE URINAL RIM TO THE BACK OF THE FIXTURE. CONFIRM THAT THERE IS CLEAR FLOOR SPACE OF 48 INCHES PERPENDICULAR FROM REAR WALL OF URINAL, AND 30 INCHES CENTERED ON ACCESSIBLE URINAL. IF A CONFLICT IS PRESENT, NOTIFY ARCHITECT. GRAB BARS: GRAB BARS SHALL BE INSTALLED STRICTLY ACCORDING TO ARCHITECT'S DRAWING SHOWING ACCESSIBILITY DIMENSIONS OR THE LATEST ADA REQUIREMENTS, WHICHEVER IS STRICTER. WHERE WALL SPACE PERMITS, A 36 LONG GRAB BAR SHALL BE INSTALLED ON THE REAR WALL OF THE WATER CLOSET AREA, WITH THE ADDITIONAL LENGTH ON THE TRANSFER SIDE OF THE WATER CLOSET. GENERAL TOILET ROOM ELEMENTS: IF SOAP AND TOWEL DISPENSERS ARE PROVIDED, THEY MUST BE LOCATED WITHIN THE REACH RANGES IN ADA STANDARDS. � w � z 0 � U m � o O ry K � N Y O 'U ■��■ � N i�(l u'1 U y(0 N �1_ N � i(l N � U� � N N � o � � ^ o 3 � M M � � . Y a!��X`m �Qo�U m NaLLC7 0 � m � 7 c Q Q F U W � 2 U � Q Y � Q J U Z � O � � � � � LL � J � O d 0 z � z � J �/� W Q WN L.L � � � Z CW G � � U Q W J w � Q Z Q � Z � � z � 0 z 0 J C Q JULY 1 L 2019 � e' No. e AR0003i SiAiE A5.1 ,,.,,�a, ,,,,.v��y��v��.c n�,�� o�� cy.�v,��v 04 S�a�e antl Local Codes City of Carmel `�j sv�� \'��v�N�nl.� � � onrE: 12/18/19