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Home My WebLink AboutDrawings1/2" JOINT W/ COMPRESSIBLE FILLER 1 / =A1121 my L,�rvvSc.t�rc r!-= EXISTING 13 li CREPE / 1' NEW ADDITION AND SEALANT: TOP 6 BOTTOM OF RAMP I I EXISTING ROOF �MYRTLE5-TYP. ' ROOF LINES 15' BUILDING SETBACK �, w 4 1/2" TH< GONG. RAMP C� 1:1 2 � I LINES �13 SLOPE MAX IN/ 1:50 MAX GRO55 SLOPE EXISTING POWERPOLE , , oe :.�. #3 BARS 1 2' O.G.E.W. ,4G o °o EXISTING + • EQUIPMENT �rn SURFACE- 1/5" DEEP GROOVES, 1 /2' 0 _ WIDTH, 1"APART. PROVIDE STAINED Y a. CONCRETE AT RAMPAN ,. GONG.. SIDEWALKW ` PEAR 0 J 2008 #3 DOWELS X � . . m m � m = = � • ' 1'-6" LG. 0 1 6"O.C. Z EXISTING GONG. i`� 4 1' 3 3� 00�� E 1 3 �.50� COLLEG E IO TOP AND BOTTOM ■ QDRAINAGE GUTTER OF RAMP. EXISTING 6' 50UTH(SATE II LIMITED woos FENCE LOT (o, BLOCK G NOTES: ZONED R2 --� y ■ It1 1) EXTEND EXISTING EXTERIOR WALL UP TO ■ SUPPORT NEW ROOF FRAMING. I � 2) PROVIDE NEW ASPHALT SHINGLE ROOFING �l.ANCE 15'-O' MIN Compt OVER ENTIRE BUILDING.f THIS PROPERTY 15 NOT WITHIN I - THE 100 YEAR FLOORPLAIN _ 3) EXISTING IRRIGATION SYSTEM IN PLACE MODIFY (P� � �,ow suBGRAPE A5 SPECD. AS REQUIRED FOR NEW LANDSCAPE PLANTING. PER FEMA MAP 484 1 CO 145G 4) 50REEN MECHANICAL EQUIPMENT SO THAT IT 15 NOTCOLLEGE 8 i WIN` VISIBLE FROM ANY PUBLIC RIGHT OF WAY. PLAN 5) PROVIDE 100% COVERAGE OF GROUNDCOVER, DECORATIVE NORTH DEVELOPMENT SERVICES PAVING, DECORATIVE ROCK, OR PERENNIAL GRA55 IN PARKING O' 10, LOT 15LAND5, 5WALE5, AND DRAINGAGE AREAS, THE PARKING fill 51PE^ALK H.G. RAMS'' ■� �� SITE fi-'1.,�,N LOT SETBACK, RIGHTS-OF-WAY, AND ADJACENT PROPERTY 1 � � , „ „ D15TRUBED DURNING CONSTRUCTION. 1' 5' 1 5' 'y „ffi � ��' REF: 1 /� 1 SCALE: 1 =1 -O SCALE: 1 1 O -O � REVISIONS 'i NUMBER LOT 5 28.5' OF LOT 4, BLOCK C, 1 OWNER: BRUCE BOYD, COLLEGE HEIGHTS SUBDIVISION, 21 FEB QS STATE FARM INSURANCE COLLEGE STATION TEXAS q 17 q-6 q 5-1 (085 ■ SUPPORT NEW ROOF FRAMING. I � 2) PROVIDE NEW ASPHALT SHINGLE ROOFING �l.ANCE 15'-O' MIN Compt OVER ENTIRE BUILDING.f THIS PROPERTY 15 NOT WITHIN I - THE 100 YEAR FLOORPLAIN _ 3) EXISTING IRRIGATION SYSTEM IN PLACE MODIFY (P� � �,ow suBGRAPE A5 SPECD. AS REQUIRED FOR NEW LANDSCAPE PLANTING. PER FEMA MAP 484 1 CO 145G 4) 50REEN MECHANICAL EQUIPMENT SO THAT IT 15 NOTCOLLEGE 8 i WIN` VISIBLE FROM ANY PUBLIC RIGHT OF WAY. PLAN 5) PROVIDE 100% COVERAGE OF GROUNDCOVER, DECORATIVE NORTH DEVELOPMENT SERVICES PAVING, DECORATIVE ROCK, OR PERENNIAL GRA55 IN PARKING O' 10, LOT 15LAND5, 5WALE5, AND DRAINGAGE AREAS, THE PARKING fill 51PE^ALK H.G. RAMS'' ■� �� SITE fi-'1.,�,N LOT SETBACK, RIGHTS-OF-WAY, AND ADJACENT PROPERTY 1 � � , „ „ D15TRUBED DURNING CONSTRUCTION. 1' 5' 1 5' 'y „ffi � ��' REF: 1 /� 1 SCALE: 1 =1 -O SCALE: 1 1 O -O � REVISIONS 'i NUMBER DATE 1 14 JAN COS 21 FEB QS it IIS I' PROJ. NO.04401 DATE 4 JAN OS i f� I. Al� 'i I d OF 2 i .. .. EXISTING PLASTER NEW ALUMN. V -0"X V-0" ALUMN. GUTTER & PRINTED PLASTER EXISTING PLASTER EXISTING V -0"X 5'-0" ALUMINUM EXISTING PLASTER BEYOND SINGLE HUNG WINDOW DOWNSPOUT W/ MATCH ADJACENT BEYOND NEW ALUMN. 3 O X 5--o" W/INSULATED GLASS, SPLRSHBLOGk TEXTURE/COLOR SINGLE HUNG WINDOWS W/PLA5TER SINGLE HUN G WINDOW r� TYP. - MATCH EXIST. COVERED WD. TRIM. TYP: ex,WOOD TRIM COVERED W/ EXISTING TO NEW ADDITIONW/INSULATED GLA55, .... TYP. - MATCH EXIST. PLA5TER-MATCH EXISTING REMAIN WOOD TRIM COVERED W/ PLASTER -MATCH EXISTING ELEVATION TOTAL 5F MATERIAL PLASTER ALL SAME COLOR NORTH 85 85 SOUTH 54 54 WEST 251 �iama MATCH EXISTING �� Es .1 L'._� ttvt •" CCC �• -o- Psi 4 �Et� �`j "4i' �-�� — SPLA5HBL IFAINTED PLASTER r; S P EFEm MATCH ADJACENT TEXTURE/COLOR.. i .. .. EXISTING PLASTER NEW ALUMN. V -0"X V-0" ALUMN. GUTTER & PRINTED PLASTER EXISTING PLASTER EXISTING V -0"X 5'-0" ALUMINUM EXISTING PLASTER BEYOND SINGLE HUNG WINDOW DOWNSPOUT W/ MATCH ADJACENT BEYOND NEW ALUMN. 3 O X 5--o" W/INSULATED GLASS, SPLRSHBLOGk TEXTURE/COLOR SINGLE HUNG WINDOWS W/PLA5TER SINGLE HUN G WINDOW r� TYP. - MATCH EXIST. COVERED WD. TRIM. TYP: ex,WOOD TRIM COVERED W/ EXISTING TO NEW ADDITIONW/INSULATED GLA55, .... TYP. - MATCH EXIST. PLA5TER-MATCH EXISTING REMAIN WOOD TRIM COVERED W/ PLASTER -MATCH EXISTING ELEVATION TOTAL 5F MATERIAL PLASTER ALL SAME COLOR NORTH 85 85 SOUTH 54 54 WEST 251 251 INCORPORA'TE!D 308 N. Bryan Avenue 4) NORTH � I \ !�''� Bryan, Texas 77803 I j O R T H ELM Y, A 1 I O Phone: (979) 821-2635 Fax: (979) 775-8224 REF: 1/,�2 SCALE: 1/4" _ 1'-0 www.arkitex.comj it I GENERAL NOTES 1. ALL NEW DOORS ARE 3'-0" X 6'-8" SOLID GORE WOOD DOORS W/WOOD FRAME. Z MATCH EXISTING PROFILE. � � 2. ALL NEW WINDOWS ARE 3 -Oii W X 5 -Oii H SINGLE HUNG ALUMINUM W/5/5iE ISOLATING GLASS. �! _ MATCH EXISTING FRAME TYPE AND MUTTIN SPACING. 3. CONTRACTOR 15 RESPONSIBLE FOR EXTENDING EXISTING DUCTWORK TO NEW ADDITION. -2/A2 CONTRACTOR TO VERIFY THAT EXISTING A.G. SYSTEM HAS REQUIRED CAPACITY FOR NEW � 9./4./0 77777 ADDITION. PROVIDE SEPERATE PRICING IF NEW A.G.15 REQUIRED INCLUDING ELECTRIC SERVICE LINE OF FASCIA ABOVE f„ V 4. PROVIDE NEW CARPET IN ALL NEW OFFICE AND VESTIBULE SPACES. PROVIDE TRANSITION DOWNSPOUT AND STRIP BETWEEN EXISTING SPACES AND VESTIBULE. SPLASH BLOCK, TYP: S. PROVIDE NEW WOOD BASE MOULDINGS AT ALL NEW SPACES -MATCH EXISTING PROFI100 LE. - 6. BUILDING WILL BE OCCUPIED BY OWNER DURING CONSTRUCTION. CONTRACTOR 15 ,I RESPONSIBLE FOR MINIMIZING DISTRUPTION OF EXISTING SERVICES AND BUI51NE55 (� OPERATIONS. COORDINATE ALL POWER SHUT -OFFS AND WORK W/OWNER 7. CONTRACTOR TO VERIFY EXISTING ELECTRICAL PANEL CAPACITY FOR NEW ADDITION O x NEW 2'X4' 5URFAGE MOUNTED I ' PROVIDE SUB -PANEL IF REQUIRED FLUOR. LIGHT FIXTURE -MATCH ' in W/EXISTING, TYP. , I 8. PROVIDE SECURITY CAMERAS IN ALL OFFICE SPACES (EXISTING B NEW). PROVIDE SECURITY MONITOR IN MAIN OFFICE. COORDINATE REQUIREMENT5 W/OYVNER I ' = I � 5 I q. PROVIDE SECURITY SYSTEM FOR W/ BUILDING. COORDINATE REQUIREMENT5 OWMANN NER. 5p ABV , O \ I OFFICE _ OFFICE 3 1 IcFY NC - TEa 1. REMOVE EXI5TING WALL IN ITS ENTIRETY, INCLUDING, BUT NOT s I LIMITED TO'FA5TENERS STUDS, SHEATHING, PLUMBING, MECHANICAL, ASPHALT SHINGLES 2 X 4 GL - - - - - ' G. J05T5E AND ELECTRICAL DEVICES. TYP. 1 6" O.C. - ry -"' I _� _ _ _,_ _ _ 2. REMOVE EXISTING DOOR AND FRAME, INCLUDING, BUT NOT LIMITED � 5✓8' PLYWOOD .D 2 TO HARDWARE FASTER NERS, ETC. DECKING NEW PONY WALL r I SURFACE MTD. TO SUPPORT NEW , , LIGHT FIXTURE m 5. PATCH k* l "L TO MATCH EXISTING ADJACENT WALL. PROVIDE ALUMINUM COUNTER ROOF FRAMING ( THRESHOLD , 1/ES-n ULE TRANSITION STRIP CASED OPENING (NO CASED OPE FLASHING NTNG AT 51NI) - 4. REMOVE PORTION OF EXISTING WALL AND PREP FOR NEW DOOR. 4" METAL GUTTER , - I I - MATCH EXISTING 5. REMOVE EXISTING GUTTER, FASCIA BOARD, DOWNSPOUTS, PROFILE 4 COLOR FASTENERS FLASHING AND DRIP EDGE. TEN, O . REMOVE EXISTING ROOF �) R-30INSULATION— DECKING FOR AGGE5IN6 ' 6. REMOVE AND SALVAGE EXI5TIN6 EXTERIOR LIGHT FIXTURE. '! 1 x 6 PAINTED NEW ATTIC SPARGE i I RETURN LIGHT FIXTURE TO OWNER FASCIA BOARD I I BUILT IN ADJ. WOOD SHELVES (5) (PTD.) 'i. REMOVE EXISTING PLASTER, SHEATHING 4 FASTENERS. PROVIDE _ 5/8' GYP. BD., EXI5TING , N � , W/INTERMEDIATE 2 x 4 PAINTED TYP. EXTERIOR WALL I , I VERT. SUPPORT GYP. BD. ON EXISTING STUDS. TAPE, FLOAT AND PAINT. RAFTERS 16" O.C. _I r I O --x _ �7 REMOVE EXI5TIN6 PLASTER t 8. REMOVE EXI5TING TILE FROM WALLS AND FLOORS. PROVIDE NEW iALL5 (TAPE, FLOAT AND PAINT). PROVIDE NEW V.CT. 1'-O" +- AND SHEATHING- INSTALL , I GYP. BD. W „ AND WOOD BASE TRIM ® FLOORS MATCH EXIST. NEW GYP. BD. ON EXISTING STUDS: _ •o A2 I � O ;• H 1 " PLASTER ON METAL LATH -MATCH EXISTING I 5 H TEXTURE AND COLOR ABY , OFFICE 2 I ; - ` 2X4 5TUD5 16" I , 3 51M 3 ' O.G. W/ R-1 5 BATT,..,._... 6- - • INSULATION - F --i 1/2" PLYWOOD :: O �! PROVIDE NEW 3'-O" I SHEATHING W/ , ' - _ � x , i q, WIDE DOOR 4 FRAME EXISTING ELECTRICAL � WATERPROOFING II SERVICE METER, PANEL VAPOR BARRIER OFFICE 1 , 4 AND DISCONNECT REMOVE EXISTING �1 t CABINET $ WALL w 5/8 GYP. BD.-TYP. 5P 1 3 Q 51M CONT. TREATED 2X4 SILL PLATE TO GONG. N ' SPEAKER, TYP W/ 1/2" DIA. R.B.'S I _ REV151ON5 I DUAL PHONE/DATA TIE TO EXISTING _ _ _ _ _ _ _ REMOVE EXISTING CABINET 5'-0" O.G. (SET ON AND SINK NU � OUTLET, TYP. I , SPEAKER SYSTEM PROVIDE NEW MBER DATE CONT. SEALANT ) , I i $ \ CABINET] AND SINK -REF: ?/?? � I " WOOD BASE MATCH EXISTING 'i ,'Al 2 i FES OS CARPET i REMOVE EXISTING f BATHTUB, PLUMBING ;' �'. '' PROVIDE NEW GRAB :oI l BARS IN ACCORDANCE AND BIFOLD DOORS 'I �\ I' ' I `r, TO TA5 REQUIREMENT5 .Ilv• '. .v• •v• _ � ,F- -a �. _ .ill.' ! - v ; • ' ' CONCRETE SLAB AND PROJ. NO. 0440 L - - - - - - - i NEW A.C. CONDENSING BEAM - REF. STRUCTURAL LINE OF FASCIA ABOVE _ UNIT (IF REQIUIRED) DANE 4 JAN 05 4'-6.. 4' 6 ON CONCRETE PAD EXISTING A.G. CONDENSING UNIT • , q'_0' it j, APPROX. EXISTING BUILDING AREA — 1 586 5F PLAN - NORTH NEN ADDITION BUILDING ARE, 460 5F A2 ^ALL SECTION FLOOR PLAN REF: 1 /A2 ALE: 5/4" m 1'-0" TOTAL BUILDING AREA = 2,046 5F REF: 1 /A 1 SCALE: 1/4" ® 11-011 OF _ it characteristics of highly plastic clay so i s. at n e constrain s o e a Bence o a Manual of Standard Practice, ACI 315. Bricks, rocks, or other masonry or wood are not TOP 4 BOTTOM soil investigation for the specific site and the fact that the slab and beams are not application directly over earth of - I �- GONG. PIER BEYOND g P acceptable supports. Chairs and bolsters for app y , poly #3 STIRRUPS � 1'-4 O.G. (FY 60 K5U completely isolated from the soil, for reasons of economy, some minor movement may or felts shall beequipped with bottom bearing plates. 10 MIL VAPOR p . Y sheets,g be ex erienced on occasion. (FY -40 K51) REF: FND. PLANS, 3/51 p BARRIER _ 7. All reinforcing steel shall be free from any bond reducing coatings. 5. The Structural Engineer and/or Architect shall be notified 48 hours in advance of the g intended time of pier drilling and shall be present for the initial excavation. At the 8. All hooks required for reinforcing shall be 90 degree hooks, unless otherwise the Structural Engineer or Architect shall determine during the q g g OF PIER BEAM .onset of pier drilling, g g specified or approved. Hooks shall be provided at all discontinuous ends and for all drilling of the first excavation the final required depth of excavations for all piers (for bars at cantilevers: biddingpurposes a depth of 15'-0" below natural rade is assumed) pm'P P g ari 9. Where openings in or penetrations through slabs or topping slabs form inside corners, provide 2-#4 x 4'-0" diagonal reinforcing across such corners. Except where shown �(�� FOUNDATION . p - n h ,( i otherwise, this reinforcing shall be placed 1-1/211 below the top surface of the slab. the 24" INT • �" R ,L7 , BEAM 41 TYP , EXT. T , "' K A P E S M , 1. Footings shall be drilled and underreamed to the sizes and depths shown on the slab. _ _ _ INC.ORP'.O. RA;'TED drawings, with machine drilling equipment suitabl equipped for underreamin 5 REF• 1 /51 SCALE: 5/4 1 O � REF. 1 /51 SCALE: 5/4 1 O g• g,Yg - Underreamin tool shall beequipped with a chain stop of other approved suitable 308 N. Bryan Avenue �{ g ,p PP DESIGN LOADS Bryan, Texas 77803 I mechanical device for physically setting the underream size. Bottoms and sides of Phone: (979) 821-2635 excavations shall be cleaned and shall receive the approval of the Architect or 1. All structural members have been designed according to the requirements of the latest Fax: (979) 775-8224 ! i Engineer before concrete is placed. All water or other deleterious materials and loose edition of the Family of 2000 International Building Codes. www.arkitex.com soil shall be removed from the excavations prior to concrete placement. Maintain , P P _ draina a on site to prevent ponding of water. At no time shall water be proper ,g permitted to and adjacent to building slab. Concrete shall be placed in all footings P P 1, g !I on the same day in which they are excavated and measures to prevent excessive drying or moisteningof the excavation during the times opened shall be taken by the - g CONTRACTOR. Provide 10 mil vapor barrier under slab and beams equal to or better 1/2" JOINT W/ COMPRESSIBLE _ than Stego Wrap, Griffolin T-65 or Soco-Sheild VB 15. g p FILLER AND SEALANT TOP 5' SLAB W/ 1 2" O.G. 2. All vegetation shall be removed and the top 6n of topsoil shall be stripped from all #3'9 @ areas which will be covered b the foundation. An fill material shall be free of any Y Y - z Ali organics, clay balls or other deleterious materials and shall conform to the criteria set g Y � I forth in the Geotechnical Investigation for this site (if available). Select fill material laced beneath the proposed facility, or pavement for the purpose of replacing - p P P Y p p. P p ..g excavated material or for building pad construction, should consist of a low placticity _ 1 2'-10 1/2" material with a plasticity index between 7 and 15. A material containing an excessive l 1:2i-4 1/2"amount of silt or having 30 to 50 percent passing a N. 200 sieve should not be used. #&X V-6" 0 16" O.G. 6 44 , Compaction of select fill should be at optimum moisture content up to a maximum of DRILL AND EPDXY _ „ . 2 - #6 TOP INTO EXISTIN6 SLAB 4% above optimum in lifts not to exceed 6 in compacted thickness. Density should be at least 95% of the maximum dry density as determined by the standard Proctor BOTTOM compaction test, ASTM D-698. PLASTIC, SLEEVE EXIST. FOUNDATION-VIF w CAST IN PLACE CONCRETE 1 30' BEAM 1. All concrete work shall be in accordance with the BuildingCode Requirements for - - - - q �t � o � _ H Reinforced Concrete, ACI 318 (latest edition). _� �� 16" SKPO BM 0 EXISTING ms shall be normal weight, sand and ravel aggregate, 2. All concrete for structures (beams) g gREF: 1 /5 1 SG,�LE: 5/4" 1'-O concrete with a minimum 28 day compressive strength of 3000 psi. Concrete mix shall 2 51 1/2" E.J. TYP. be 5 sacks of cement per cubic yard. Concrete strengths for the average of one pair of #6 x 1'-6' - stren strength tests (cylinder breaks) that fall below the required minimum shall be cause DOWELS g (y q o (w for removal of portions of the work represented by those tests. 1'-4" O.G. iq m I (:U 3. There shall be no horizontal joints in concrete work, other than those specifically shown, and all construction joints shall be approved b the Architect or Engineer. s 1 PP Y(( ( 5 4 An stop in concrete placement shall be made with vertical bulkheads incorporating a Y P p p g 51 at centers of spans but " - - _- shear ke at the center of the bulkhead. Locations are typically_ the Architect or Engineer. All expansion joints shall be filled shall be approved by g p with closed cell polyurethane joint filler, unless specifically noted or shown p y . p. Y iv - - otherwise. All exposed joints shall be sealed with paving joint sealant. 4-#6 DOWELS X 4'-0 / 24" BEAM 16" BEAM 1 LONG TYPICAL OR EXTEND :1 - - \ ,. CONTRACTOR and shall not be _ o o 4. Formwork design is the responsibility ofthe LONGITUDINAL REINF. MIN. _ , removed until the concrete has reached sufficient strength to carry its own weight. All 2'-O" IINTO BEAM - N •- � `� forms shall be wood or metal rigidly installed, braced and anchored in order to produce concrete conforming to design contours lines and grades. Removal of ' " w - TYP. bottom forms on beams above grade shall be approved by the Architect or Engineer. p Additional strength test cylinders may be advisable to certify acceptable strength for m g Y Y Y P g _ I I form removal. In no case shall bottom forms, if required, be removed prior to 7 daysPIER- after rV I M=i ELEVATION TOP OF PIER- after placement of concrete. I REFER TO BEAM DETAILS J. 8 DEPTHS cV I I j 5. Unless otherwise noted min. concrete cover for reinforcin steel shall be as follows: O �" g w 2 Grade beam bottoms 3 n # 51 W Grade beam sides 3 6 VERT. REINF. _ Grade beam tops 1.5" Q I I ( m EXI5TING Floor slabs 1.5'p - ( ( v _ SLAB Concrete coverage for the reinforcing steel shall comply with the latest edition of ACI Code 318, Article 7.7.1, except where specifically stated otherwise. Q tu <_ 24" BEAM 6. All penetrations and sleeved holes shall be approved by the Structural Engineer. m 7. Chamfer exposed corners 3/4 'inch, or as shown on drawings. 8. All concrete shall contain the following additives. water reducing agent equal to TYP PIER AND � 4N or 322N three ounces per sack of cement: air Master Builders Pozzolith 34 UNDERREAM .. I REF: 3/51 (- - entraining agent equal to MBVR, and compatible with the water reducing agent, in the quantity required to produce air content of 5%, plus or minus 1%. #3 TIES to - 9. Curing: All concrete topping shall be cured in accordance with the latest edition of 3 ( PLAN � #6 x 1 -6 ACI 308 and fora period of not less than 7 days b one of the roved methods listed GLR, a I DOWELS P Y Y PP I below with the approval of the Architect or Engineer. During this curing period, no I �IC 1'-4' O.G i w I 5 ��, _- Q ►-� part of the concrete shall be permitted to become dry. The curing medium shall be m applied sous to prevent the checking and cracking of the surface of the concrete VERTICAL REINFORCING 51 E"{ immediately after placing, and it shall be maintained so as to prevent loss of water _ 4-#6 BARS m from the concrete for the duration of the entire curingperiod. Fresh concrete shall be I iv p �- ----� �' protected from heavy rains, flowing water, and mechanical injury. All concrete shall #3 STIRRUPS ® 12" O.G. o ( \ 0 BEAM 24" be protected from injurious action of the sun. ( - - _ i (FY 40 K51) , a. Water curing: Concrete shall be kept wet by mechanical sprinklers or by any other o I I W approved method which will keep the surface continuously wet. b. Curing compounds: Curing compounds of the surface membrane type conforming - 1. m be used only if approved b the Architect or Engineer. Curing to ASTM C 309 may Y PP Y g g compounds shall be agitated thoroughly by mechanical means continuously during the use and shall be sprayed or brushed uniformly in a single coat on all surfaces ata o I 51 Z a ' - rate not to exceed the requirements of ASTM C-309. Application shall be made I I 0 immediately following the final finishing operation. 1U 10. Typical exterior grade beams shall be 36" deep and 12" wide with 346 bars top and bottom (refer to plan for detail references and specific detailing) and with #3 stirrups I 2 REVISIONS at 16" on center. Exterior beams shall extend 12" minimum into undisturbed soil for slab -on -grade foundations without perimeter piers. Any exterior grade beams deeper 1;51 - NUMBER DATE than 36" or with more than half of the beam exposed above rade shall have additional i-`- NOTE: �, �8 I I 1/2" E.J.-TYP. P g _ 2.7 FES OS #4 bars at mid -depth (verify final with Engineer). m ELEVATION ®BOTTOM OF I UNDERREAM APPROX. TO --, 11. . h drawings with the following typical BE 15'-0" BELOW EXIST. 30" BEAM Interior beams shall be as indicated on the g gyp reinforcing refer to plan for detail references ands specific detailing): OF PIER 8 BEAM SURFACE -BOTTOM MUST _ <. e 11 g ( !� P P- _ 24 deep and 12 wide with 2-#6 bars top and bottom; BE GLEAN 4 FREE OF L005E 30" dee and 12" wide with 3-#6 bars to and bottom: o ! MATERIAL. BEAR ON TAN i� P n P SANDY CLAY OR AS DIRECTED 36 deep and 12 wide with 3-#6 bars top and bottom; BY STRUCTURAL ENGINEER. All of the above beams shall have #3 stirrups at 16" on center. 1'-0" 6'-10'` 12. 3'-0' (TYP. UNDERREAM DIA.) 6.. PROJ. NO. 0440 Fireplace pads shall have a depth equal to depth of intersecting beam. Typical S-4 1/2, DATE4 JAN, OS reinforcing steel of intersecting beam shall continuing through pad construction as --- applicable with matching steel configuration around pad perimeter. In addition, SECTION 10 1/2 provide mat of reinforcing steel at top and bottom of pad -refer to detail for size and spacing d REINFORCING STEEL PLAN NORTH 1. All reinforcingsteel shall be new billet domestic deformed bars conforming to ASTM j N RR AM ti FOUN" ATION �'1.,�►�'I�l A615, Grade 60, except #3 or #4 bars which are bent (stirrups, ties, or dowels) which PIER � R � V � � � �I may be Grade 40. Grade marks shall be plainly evident on all Grade 60 bars. Welded = _ p r " . OF wire fabric shall conform to ASTM A185. All reinforcingshall be reasonably free of REF: 1 /5 1 SCALE: 1 1 O y REF: 1 /r� 1 SCALE: 1 /4 1 O rust or mill scale and shall be stored above the ground. C I CGENERAL. STRUCTURAL SPECIFICATIONS _ i ; TYPICAL SLAB REINF. # 3 BARS 0 12 O.G. 1'-6, _ GENERAL 2. f reinforcing bars shall be in accordance with the latest Detailing and fabrication o g EACH WAY edition of the Manual of Standard Practice, ACI 315. Unless shown otherwise, lap The CONTRACTOR shall be responsible for verifying all dimensions prior to 1. P Y continuous bars 36 bar diameters or a minimum of 24" at splices. La splice beam to - P P P P 2-#& BAR5 TOP TYPICAL SLAB REINF. I! ' kin architectural versus structural dimensions. This shall construction, and for checking _ in ver iers or su orts. reinforcing at mid span and bottom reinforc g o p pp 8 BOTTOM CONT. #3 BAR5 0 12" O.G • -• . in be completed prior to commencement of work and prior to submittal of reinforcing p P (FY -60 K51) EACH WAY 1 shopdrawings. An discrepancies shall be reported to the Architect for checking and Y 3. Reinforcing bars may not be welded or otherwise heated for cutting or bending g Y allowances made for minor revisions. without specific approval of the Structural Engineer. 2. Coordinate all finished floor elevations, sloped or depressed floor areas, finishes, etc. 4. All to and bottom reinforcement shall have 2-#5 x 2'-0" x 2'-0" corner bars laced - p P -t r its 5" _N TYP. ' Architectural drawings. with Arc g • m at exterior corners and interior or within. them that extend into adjacent beams MIN. 2'-0' DEEP COMPACTED s � 3. CONTRACTOR shall notify the Architect a minimum of 48 hours prior to placing exterior tee beam intersections. I I SELECT FILL , , TYP. #3 STIRRUPS ® 1'-4" O.G. concrete to allow time for inspection of reinforcing steel and beam/slab conditions. P g 5. hall be closed stirrups unless otherwise detailed and all spacings shall .All stirrups s p �iv in � • J (FY -40 K5U start at S/2 from the centerline of the support. / PP f the stiffening beams in this 4. The location of the piers and the arrangement o g 3" GLR. MIN. 2'-0' DEEP COMPACTED 1 O MIL VAPOR system are intended to minimize the effects of the ex ansion/shrinka a foundationy p g 6. di ion of the Provide necessary ties and bar supports as required by the latest e t TYP. TYP. 3-#6 BARS CONT. BARRIER • f 1 W h S.I. t f th b SELECT FILL, characteristics of highly plastic clay so i s. at n e constrain s o e a Bence o a Manual of Standard Practice, ACI 315. Bricks, rocks, or other masonry or wood are not TOP 4 BOTTOM soil investigation for the specific site and the fact that the slab and beams are not application directly over earth of - I �- GONG. PIER BEYOND g P acceptable supports. Chairs and bolsters for app y , poly #3 STIRRUPS � 1'-4 O.G. (FY 60 K5U completely isolated from the soil, for reasons of economy, some minor movement may or felts shall beequipped with bottom bearing plates. 10 MIL VAPOR p . Y sheets,g be ex erienced on occasion. (FY -40 K51) REF: FND. PLANS, 3/51 p BARRIER _ 7. All reinforcing steel shall be free from any bond reducing coatings. 5. The Structural Engineer and/or Architect shall be notified 48 hours in advance of the g intended time of pier drilling and shall be present for the initial excavation. At the 8. All hooks required for reinforcing shall be 90 degree hooks, unless otherwise the Structural Engineer or Architect shall determine during the q g g OF PIER BEAM .onset of pier drilling, g g specified or approved. Hooks shall be provided at all discontinuous ends and for all drilling of the first excavation the final required depth of excavations for all piers (for bars at cantilevers: biddingpurposes a depth of 15'-0" below natural rade is assumed) pm'P P g ari 9. Where openings in or penetrations through slabs or topping slabs form inside corners, provide 2-#4 x 4'-0" diagonal reinforcing across such corners. Except where shown �(�� FOUNDATION . p - n h ,( i otherwise, this reinforcing shall be placed 1-1/211 below the top surface of the slab. the 24" INT • �" R ,L7 , BEAM 41 TYP , EXT. T , "' K A P E S M , 1. Footings shall be drilled and underreamed to the sizes and depths shown on the slab. _ _ _ INC.ORP'.O. RA;'TED drawings, with machine drilling equipment suitabl equipped for underreamin 5 REF• 1 /51 SCALE: 5/4 1 O � REF. 1 /51 SCALE: 5/4 1 O g• g,Yg - Underreamin tool shall beequipped with a chain stop of other approved suitable 308 N. Bryan Avenue �{ g ,p PP DESIGN LOADS Bryan, Texas 77803 I mechanical device for physically setting the underream size. Bottoms and sides of Phone: (979) 821-2635 excavations shall be cleaned and shall receive the approval of the Architect or 1. All structural members have been designed according to the requirements of the latest Fax: (979) 775-8224 ! i Engineer before concrete is placed. All water or other deleterious materials and loose edition of the Family of 2000 International Building Codes. www.arkitex.com soil shall be removed from the excavations prior to concrete placement. Maintain , P P _ draina a on site to prevent ponding of water. At no time shall water be proper ,g permitted to and adjacent to building slab. Concrete shall be placed in all footings P P 1, g !I on the same day in which they are excavated and measures to prevent excessive drying or moisteningof the excavation during the times opened shall be taken by the - g CONTRACTOR. Provide 10 mil vapor barrier under slab and beams equal to or better 1/2" JOINT W/ COMPRESSIBLE _ than Stego Wrap, Griffolin T-65 or Soco-Sheild VB 15. g p FILLER AND SEALANT TOP 5' SLAB W/ 1 2" O.G. 2. All vegetation shall be removed and the top 6n of topsoil shall be stripped from all #3'9 @ areas which will be covered b the foundation. An fill material shall be free of any Y Y - z Ali organics, clay balls or other deleterious materials and shall conform to the criteria set g Y � I forth in the Geotechnical Investigation for this site (if available). Select fill material laced beneath the proposed facility, or pavement for the purpose of replacing - p P P Y p p. P p ..g excavated material or for building pad construction, should consist of a low placticity _ 1 2'-10 1/2" material with a plasticity index between 7 and 15. A material containing an excessive l 1:2i-4 1/2"amount of silt or having 30 to 50 percent passing a N. 200 sieve should not be used. #&X V-6" 0 16" O.G. 6 44 , Compaction of select fill should be at optimum moisture content up to a maximum of DRILL AND EPDXY _ „ . 2 - #6 TOP INTO EXISTIN6 SLAB 4% above optimum in lifts not to exceed 6 in compacted thickness. Density should be at least 95% of the maximum dry density as determined by the standard Proctor BOTTOM compaction test, ASTM D-698. PLASTIC, SLEEVE EXIST. FOUNDATION-VIF w CAST IN PLACE CONCRETE 1 30' BEAM 1. All concrete work shall be in accordance with the BuildingCode Requirements for - - - - q �t � o � _ H Reinforced Concrete, ACI 318 (latest edition). _� �� 16" SKPO BM 0 EXISTING ms shall be normal weight, sand and ravel aggregate, 2. All concrete for structures (beams) g gREF: 1 /5 1 SG,�LE: 5/4" 1'-O concrete with a minimum 28 day compressive strength of 3000 psi. Concrete mix shall 2 51 1/2" E.J. TYP. be 5 sacks of cement per cubic yard. Concrete strengths for the average of one pair of #6 x 1'-6' - stren strength tests (cylinder breaks) that fall below the required minimum shall be cause DOWELS g (y q o (w for removal of portions of the work represented by those tests. 1'-4" O.G. iq m I (:U 3. There shall be no horizontal joints in concrete work, other than those specifically shown, and all construction joints shall be approved b the Architect or Engineer. s 1 PP Y(( ( 5 4 An stop in concrete placement shall be made with vertical bulkheads incorporating a Y P p p g 51 at centers of spans but " - - _- shear ke at the center of the bulkhead. Locations are typically_ the Architect or Engineer. All expansion joints shall be filled shall be approved by g p with closed cell polyurethane joint filler, unless specifically noted or shown p y . p. Y iv - - otherwise. All exposed joints shall be sealed with paving joint sealant. 4-#6 DOWELS X 4'-0 / 24" BEAM 16" BEAM 1 LONG TYPICAL OR EXTEND :1 - - \ ,. CONTRACTOR and shall not be _ o o 4. Formwork design is the responsibility ofthe LONGITUDINAL REINF. MIN. _ , removed until the concrete has reached sufficient strength to carry its own weight. All 2'-O" IINTO BEAM - N •- � `� forms shall be wood or metal rigidly installed, braced and anchored in order to produce concrete conforming to design contours lines and grades. Removal of ' " w - TYP. bottom forms on beams above grade shall be approved by the Architect or Engineer. p Additional strength test cylinders may be advisable to certify acceptable strength for m g Y Y Y P g _ I I form removal. In no case shall bottom forms, if required, be removed prior to 7 daysPIER- after rV I M=i ELEVATION TOP OF PIER- after placement of concrete. I REFER TO BEAM DETAILS J. 8 DEPTHS cV I I j 5. Unless otherwise noted min. concrete cover for reinforcin steel shall be as follows: O �" g w 2 Grade beam bottoms 3 n # 51 W Grade beam sides 3 6 VERT. REINF. _ Grade beam tops 1.5" Q I I ( m EXI5TING Floor slabs 1.5'p - ( ( v _ SLAB Concrete coverage for the reinforcing steel shall comply with the latest edition of ACI Code 318, Article 7.7.1, except where specifically stated otherwise. Q tu <_ 24" BEAM 6. All penetrations and sleeved holes shall be approved by the Structural Engineer. m 7. Chamfer exposed corners 3/4 'inch, or as shown on drawings. 8. All concrete shall contain the following additives. water reducing agent equal to TYP PIER AND � 4N or 322N three ounces per sack of cement: air Master Builders Pozzolith 34 UNDERREAM .. I REF: 3/51 (- - entraining agent equal to MBVR, and compatible with the water reducing agent, in the quantity required to produce air content of 5%, plus or minus 1%. #3 TIES to - 9. Curing: All concrete topping shall be cured in accordance with the latest edition of 3 ( PLAN � #6 x 1 -6 ACI 308 and fora period of not less than 7 days b one of the roved methods listed GLR, a I DOWELS P Y Y PP I below with the approval of the Architect or Engineer. During this curing period, no I �IC 1'-4' O.G i w I 5 ��, _- Q ►-� part of the concrete shall be permitted to become dry. The curing medium shall be m applied sous to prevent the checking and cracking of the surface of the concrete VERTICAL REINFORCING 51 E"{ immediately after placing, and it shall be maintained so as to prevent loss of water _ 4-#6 BARS m from the concrete for the duration of the entire curingperiod. Fresh concrete shall be I iv p �- ----� �' protected from heavy rains, flowing water, and mechanical injury. All concrete shall #3 STIRRUPS ® 12" O.G. o ( \ 0 BEAM 24" be protected from injurious action of the sun. ( - - _ i (FY 40 K51) , a. Water curing: Concrete shall be kept wet by mechanical sprinklers or by any other o I I W approved method which will keep the surface continuously wet. b. Curing compounds: Curing compounds of the surface membrane type conforming - 1. m be used only if approved b the Architect or Engineer. Curing to ASTM C 309 may Y PP Y g g compounds shall be agitated thoroughly by mechanical means continuously during the use and shall be sprayed or brushed uniformly in a single coat on all surfaces ata o I 51 Z a ' - rate not to exceed the requirements of ASTM C-309. Application shall be made I I 0 immediately following the final finishing operation. 1U 10. Typical exterior grade beams shall be 36" deep and 12" wide with 346 bars top and bottom (refer to plan for detail references and specific detailing) and with #3 stirrups I 2 REVISIONS at 16" on center. Exterior beams shall extend 12" minimum into undisturbed soil for slab -on -grade foundations without perimeter piers. Any exterior grade beams deeper 1;51 - NUMBER DATE than 36" or with more than half of the beam exposed above rade shall have additional i-`- NOTE: �, �8 I I 1/2" E.J.-TYP. P g _ 2.7 FES OS #4 bars at mid -depth (verify final with Engineer). m ELEVATION ®BOTTOM OF I UNDERREAM APPROX. TO --, 11. . h drawings with the following typical BE 15'-0" BELOW EXIST. 30" BEAM Interior beams shall be as indicated on the g gyp reinforcing refer to plan for detail references ands specific detailing): OF PIER 8 BEAM SURFACE -BOTTOM MUST _ <. e 11 g ( !� P P- _ 24 deep and 12 wide with 2-#6 bars top and bottom; BE GLEAN 4 FREE OF L005E 30" dee and 12" wide with 3-#6 bars to and bottom: o ! MATERIAL. BEAR ON TAN i� P n P SANDY CLAY OR AS DIRECTED 36 deep and 12 wide with 3-#6 bars top and bottom; BY STRUCTURAL ENGINEER. All of the above beams shall have #3 stirrups at 16" on center. 1'-0" 6'-10'` 12. 3'-0' (TYP. UNDERREAM DIA.) 6.. PROJ. NO. 0440 Fireplace pads shall have a depth equal to depth of intersecting beam. Typical S-4 1/2, DATE4 JAN, OS reinforcing steel of intersecting beam shall continuing through pad construction as --- applicable with matching steel configuration around pad perimeter. In addition, SECTION 10 1/2 provide mat of reinforcing steel at top and bottom of pad -refer to detail for size and spacing d REINFORCING STEEL PLAN NORTH 1. All reinforcingsteel shall be new billet domestic deformed bars conforming to ASTM j N RR AM ti FOUN" ATION �'1.,�►�'I�l A615, Grade 60, except #3 or #4 bars which are bent (stirrups, ties, or dowels) which PIER � R � V � � � �I may be Grade 40. Grade marks shall be plainly evident on all Grade 60 bars. Welded = _ p r " . OF wire fabric shall conform to ASTM A185. All reinforcingshall be reasonably free of REF: 1 /5 1 SCALE: 1 1 O y REF: 1 /r� 1 SCALE: 1 /4 1 O rust or mill scale and shall be stored above the ground. C I