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FIBERGLASS SHINGLES
<br />NMI MIN MEN
<br />MI MIN ON - . I
<br />MINI MEN
<br />FRONT ELEVATION - UNIT 2
<br />FLORIDA APPROVED PRODUCTS LIST
<br />Parent Approval
<br />Manufacturer
<br />Cate ory
<br />Subcategory
<br />A/SeApp/Seq #
<br />Product Model # or Name
<br />Model Dcscri tion
<br />FLI 1321.1
<br />Builders Hardware Inc.
<br />Exterior Doors
<br />Swin8ing Ext. Door
<br />Opaque Fiberglass Door
<br />Entry Door
<br />FLI5220.1
<br />Plastico Inc.
<br />Exterior Doors
<br />Swinging Ext. Door Assemblies
<br />Opaque Fiberglass Door
<br />Glazed Fiberglass Door
<br />FL 15279-R1
<br />Clovay Buildina Products Company
<br />Exterior Doors
<br />Sectional Ext. Door Assemblies
<br />FL15349-RI
<br />Ml Windows and Doors
<br />Windows
<br />Fixed
<br />Model 185PW
<br />Aluminum
<br />FL.3664-R3
<br />Tamko Building Products
<br />Roofing
<br />Underlayments
<br />TW Underlayment
<br />Sclf-Adhering Rubbcr-izcd
<br />F'L4968 l
<br />ardian B ilding Pra ucts - Ashlev
<br />Pane! Walls
<br />Soffits
<br />16" Quad our /4
<br />Aluminum
<br />FL9792-10
<br />Atlas Roofing Co oration
<br />Roofing
<br />Asphalt Shingles
<br />StormMaster Shake
<br />Fiberglass Reinlorced
<br />FL1 1473-R2
<br />Simpson Strong -Tie Co.
<br />Structural Components
<br />Wood Connectors Anchors
<br />LSUU210
<br />Adjustable I Langer
<br />FL 1473-R2
<br />Simpson Strong -Tie Co.
<br />Structural Components
<br />Wood Connectors Anchors
<br />fIETA
<br />Embedded T'nrss Anchor
<br />FLl 1473-R2
<br />Sim son Strong -Tic Co.
<br />Structural Components
<br />Wood Connectors Anchors
<br />META
<br />Embedded Truss Anchor
<br />Simpson Strong -Tie Co.
<br />Structural Components
<br />Wood Connectors Anchors
<br />Sim son Strop -Tic Co.
<br />Structural Components
<br />Wood Connectors Anchors
<br />Simpson Strong -Tic Co.
<br />Structural Components
<br />Wood Connectors Anchors
<br />Strap Ties
<br />FL11473-R2
<br />Simpson Strong -Tie Co.
<br />Structural Components
<br />Wood Connectors Anchors
<br />LSI'Al2
<br />Strap Tics
<br />F'L11473-R2
<br />Simpson Strong -Tie Co.
<br />Structural Components
<br />Wood Connectors Anchors
<br />H2.5
<br />Truss Tie
<br />NOTE flW FLORIDA APPROVED WINDOWS AND DOORS RATED FOR INDICATED DESIGN PRESSURES AND INSTALLED PER DOOR MANUFACTURERS SPECIFICATIONS.
<br />ES
<br />i'11t:ST. 1`u-.`�:•: luiF,l. i' I "MI r: QU[I.Fv!LNTS OFTHE 2010 FLORIDA R-ESIDENTLAL BUILDING CODE,
<br />1. CONCRETE SiiA!A, iiA - A N C'aJAPRhSSI',•``,'I STREMUTI1 OI' 2,000 PSI (UNLESS NOTED OTHERWISE) (U 28 DAYS.
<br />2. STEEL. RI_1NFOP,.0 i-"MEt< S, EA!_.1 HAV L t%1TJ! :iL ^ 1 YIELD STRENGHI I OF 40,000 PSI 1N ACCORDANCE WCHI ASTM A-6i 5.
<br />3. C'UNCRt:'TE [vL1SONItY F'I"I'S, it -' NY, Sil!lLL ILL`. i l 1,LOW ('ORE; 1.GA1) BEAR{N(.iS 1N ACCORDANCE'1'O ASTM C'90
<br />OR C145, 1,900.PSI MINIMUM.
<br />,� G
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<br />'%�;' �. d PJ P � 0 P I S PER AST'NL 4 6.
<br />4. TR) 'T [F ANY.. I _,'� .,L HAS L �.. Nr�.?Cl.. I A��rREGA'1'E. `� 11 _ Cl SLUM 0 0 S A � C. 7 C _U ,S I �. ,
<br />5. MORTAR,IF ANY, SHALL BE TYPL `v, OR `I IN cONFORMAN'C'E ASTM C'270.
<br />EFOUNDATION' TIEOU R ZS SilsiS UNI.�US AROUND
<br />CO
<br />RNERS BY BENDING THE BAR1N ACCORDANCE
<br />WITH 2023.4 OF THE SSTD 10-99. IN BOTH CASES I HE T-AINIMUM BAR LAPS] IALL, BE 40 DIAMETER LIKEWISE,THE BONI)
<br />BEAM RL-'INFORCEMENTSFIALL BE CONTINOUS AROUND ALL CORNERS.
<br />...,,
<br />7. ATTACH PLYWOOD WO(zll SHEATHING TO SUPPOR'CIN.r � BUSSES OR OTHER FRAMING WITH COMMON NAILS FOR GABLE
<br />DIAPHRAGMS ONLY, (UNLESS OTHERWISE NOTED) 8d.
<br />A. 4" O.C. ALONG EDGES OF PLYWOOD PANELS.
<br />B. 6" OC. ALONG FIELD OF PLYWOOD PANELS.
<br />8. PROVIDE 4" X 4" CLEAN OUTFOR ALI., CONCRETE FILLED CELLS. AT THE BASE OF WALL.
<br />9. ALL WOOD LOAD 13EARING EXTERIOR AND INTERIOR WALLS TO BE 92 SOUTHERN YELLOW PINE: (OR EQUAL
<br />(FB = 1200 PSI) (a,) 16" U.C. UNLESS NOTED OTHERWISE).
<br />10. ALL WOOD GIRDERS SHALL I IAV'E A MIN. OF (4) - 2"X4" SI(; DS PLACED DIRECTLY UNDER TI IE GIRDER AND DOUBLE
<br />PLATES.
<br />11. PRE -MANUFACTURED ROOF' RUSSE'S 10 BE DESIGN E D iN ACCORDANCE WITII TI I1? LATEST I'M DESIGN
<br />REQUIREMENTS. TI IE TRUSS MANUFACTURER IS REQUIRED TO FURNISH ALL REACTION LOADS FOR DEAD LOADS,
<br />LIVE' LOADS AND W[`JL) LOADS. NL� N'U''AC'i'C'1 :`ram "i C% SUIItiiIT TRUSS LAYOUT AND DETAILS SIGNED BY A FLORIDA
<br />REGISTERED ENGINEER.
<br />12. EXI ERIOR FRONTAND I3At.: v )C1iZS., WINDOWS. S. GARAGE DOORS, CLADDING AND C:OMPONEN`1'SARE SUBMITTED
<br />WITI-I. THT: !A_." l t r;.; I! IST'A[_LATION AND T'E:CHNICAL MATERIAL SPECIFICATIONS.
<br />13. ALL EXTERIOR (;(?",C:1J.I'.'['1 BI- 01--'K WALLS ARE DESIGNED AS SHEAIL WALS OR SHEAR WALL SEGMENTS WITH
<br />DIJR A-1�i' LL ?ZF,I!>i[';)R( ENJ 7_ v"[ 1'V1,[Z` ()Il-II:RBLOCK AS PER I'liF, REQUIREMENTS OFTIIE NATIONALCONCIZE'1'E
<br />�1ASO^'R'z' INS'[',1 .! l'I;. if Di:' _ n °h' .Ll_ 1ZEIN 'ORCEMI N"T IS `ICT' USED FORTHE ENTIRE BUILDING, LENGTH OF
<br />[ACT%JAI: ,.F.L!">L ',k,',1I.;- Wi,,_. i3E L« 5IG'>A"TE.D ON T'HF E, TANS.
<br />14. ALL OPEA +r S ( RI A I};I' I ilA FFEIT I-(" 'IAVE' 1-it i BAR ON EACH SIDE OF OPENING AND FILLED WITII GROUT.
<br />O ENIIN ER rI IAN r� I F I T :O III, v'E ,'_-# ; BARS ON EACI[ SIDE OF OPENING.
<br />15. CONTRACTOK I'.) VERIFY iV,L J)IT,A.I:NSTCjNS h;ND CONDITIONS IN THE FIELD.
<br />16. ANY CIIANGES T j SEALED DRA' INGS MUST BE; APPROVED BYTHE PROFESSIONAL ENGINEER OF RECORD.
<br />17. STRUCTURAL DPSIGN (..R1 ['FR:_A:�-�
<br />A. BASICWIND SPEF'I) i1? MPH 108 MP1I 3 SEC. GUST
<br />B. RISK CATEGORY if
<br />C. APPLICABLE INTERNAL RES`''-URE COEFFICIENT .- WINDWARD
<br />LEEWARD ±0.18
<br />18. ASSUMED MINIMUM EXISTING SOIL BEARING PRESSURE = 2500 PSF
<br />19, SOIL NOTED AS COMPACTED IS 95% MODIFIED PROCTOR, ASTNI D1557.
<br />� SL.I
<br />FOUNDATION NOTES
<br />VERIFY LOCATION OF BUILDING AT SITE USING OWNERS APPROVED PLOT PLAN AND ADJUST CONCRETE L004ING, SLAB, LANDING. AND
<br />STEPS, AS GRADE REQUIRES. IF CONFLICTS BETWEEN EXISTING SITE CONDITIONS AND APPROVED PLOT PLAN ARISE CON I AC"I BUILDER.
<br />1. PREPARE ARE SOILTO RECEIVE" 4 CONCRETE SLAB W/ WIRE MESH OVER 6 MIL VAPOR BARRIER AN D CL.F.AN, W F:I.I, C'OM PACT LD, TE:P.M, I1.
<br />TREATED FILL.
<br />2. ALL FOOTINGS T'O BE 16"W X 8" D W/2 #5 REBAR CONTINUOUS (UNLESS NOTED).
<br />3. ALL THICKENED SLABS (BELL FOOTING) TO BE 12" W X 20" D W/2 # 5 REBAR CONTINUOUS (PLACE UPLIFT SI'ItAPPLN(1 OR ANTI IORS
<br />AS MAY BE REQUIRED PER CODE).
<br />4, ALI, COLUMN PAD TO BE 24" X 24" X12" W/ 3- #5 REBAR EACI I WAY (UNLESS NOTED).
<br />5. ALL THICKENED EDGE SLABS TO BE 12" 12" W/ (1) #5 REBAR,
<br />6.41 HCKENED SLAB AT FLOOR ELEVATION CHANGE IS TO BE 8" D X 16" W/2 45 REBAR CONTINUOUS.
<br />FILL 'O WITH CONCRETE AND PLACE 1 #5 REBAR VERTICAL FROM FOOTING TO TIE -BEAM.
<br />7 CORE
<br />8. PITCH SLAB AT GRADE AT 1" IN 10' TYPICAL IN DIRECTION OF ARROW).
<br />9. RECESS FLOOR SLAB 3/4" AT ALL SLIDING GLASS DOORS AND EXTEND SLAB 1 1/2" PAST BLOCK FACE.
<br />100. SEXTEKND SLAB
<br />�1EDGE
<br />r ATT EXTERIOR
<br />�ll }O.ORFS� 1 1/2"" PArSJT' BLwOCK(FACE.
<br />"7: 5 -1i AK[NCi' Al'�rT�TI Y'SCI�i C"Y �IC I�ITN:�PSZ>�0-I'�� i /NOP,'Nt7"1'1Fl-AY,14ORK tM MkWA,Y FOR RF:V[EW OF FOI;NDA'I'ION 1)L51(iN
<br />12. AIR CONDITIONER COMPRESSOR PAD SHALL BE 3'X4'X4" PLACED 8" FROM WALL, TYPICAL OR AS PLANS.
<br />13. ALL. STONE OR BRICK VINEER FOOTINGS T'O BE 22" W X 10" 1) W/ 345 REBARS CONTINUOUS.
<br />14. ALL FOOTING FOR 2 STORY TO BE 20" W X 10" D W/ 345 REBAR CONTINUOUS.
<br />15. ALL THICKENED SLAB (BELL TOOTING) W/ 2 STORIES BEARING TO BE 20" W x 20" D W/ 3- #5 REBARS
<br />(PLACE UPLIFT STRAPS OR ANCHORS AS MAY BE REQUIRED PER CODE.)
<br />16. TII[CKENED SLAB (BELL FOOTING) WI IE1tE ATBEARING WALL OCCURS AT CHANGE IN FLOOR ELEVATION SI TALI. BL A MIN.
<br />16" D X 16" W CONTINUOUS.
<br />I8. TERMITE SOIL PROTECTION TO BE PROVIDED BY REGISTERED TERMITICIDES.
<br />WOOD NOTES
<br />1. ALL FRAMING MEMBERS SHALL BE WOOD MEMBERS WITH PROPERTIES EQUAL TO Olt BE.T'T'ER "THAN "1T1(-)SE GIVLN ill' 1 [ [E S0 uTJIERN
<br />PINE INSPECTION BUREAU FOR SURFACED DRIED SOUTHERN PINE NO.2 (MINIMUM ALLOWABLE BENDING STRESS - 1 1`90131 FOR SINGLL
<br />MEMBERS USES AND 1400 PSI FOR REPETITIVE MEMBER USES. MODULES OF ELASTICITY-1.600,00 PSI)
<br />2. ALL LUMBER IN CONTACTWITH MASONRY OR CONCRETE SHALL BE PRESSURE "CREATED.
<br />3. ALL ROOF RAFTERS AND PREFABRICATED WOOD TRUSSES SHALL, BE SECURELY FASTENED TO THEIR SUPPORTING WALL OR BEAMS
<br />WITH HURRICANE CLIPS OR ANCHORS AS NOTED.
<br />4. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITHTHE LATESTED1410N OF I'll E;"NA"1ION A1, DLSIGN
<br />SPECIFICATION FOR STRESS -GRADE LUMBER" AND IT'S FASTENERS AS RECOMMENDED I3Y THE NATIONAL FOREST PRODI_:(`TS ASSOCIATION
<br />5. TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND DESIGN NOTE WITI I AN FNG!NFER SEAL. FOR APPROVAL.
<br />DESIGN NOTES ARE TO INCLUDE THE RATED LOAD CAPACITY OF THE CONNECTORS USED TO SECURE THE MEMBERS C'F:R1TI ICATION
<br />' 'R ' UTILIZING HE C' -NNE 'I ORS SYSTEM PROPOSED.
<br />OF' "THE CONNECTOR CAPACITY'S AND MANUFACTURES LICENSE TO FABRICATE I USSES T U C � S
<br />7. BRIDGING FOR PRE-ENGINEERED 'TRUSS SHALL BE AS REQUIRED BY TRUSS MANUFACTURER IN ADDITION TO MEMBER SiK)W ON
<br />DRAWINGS.
<br />8. ROOF DECKS SFIALL BE 1/2" PLYWOOD OROSB FOR FIBERGLASS SHINGLE ROOFS AND 5/8" PLYWOOD FOR CONCRETE OR CLAY
<br />TILE ROOFS. USE 8D NAILS WITH 6" SPACING AT ALL PANEL EDGES AND 6" SPACING INTERMEDIATE SUPPORTS. PROVIDE.
<br />PLY CLIPS AI' UNSUPPORTED EDGES.
<br />9. ALL WOOD FRAME DETAILS SHALL BE IN ACCORDANCE WITII "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" LATEST
<br />ADDITION, NATIONAL FOREST PRODUCT'S ASSOCIATION, UNLESS DETAILED OTHERWISE ON TIIE STRUCTURAL DRAWINGS.
<br />10. ROOF LIVE LOAD = 20 PSF. ROOF DEAD LOAD = 20 PSF
<br />11. GABLE ENDWALLS ADJACENT TO CATHEDRAL CEILINGS ARE REQUIRED TO 13E CONTINUOUS FROM FLOOR TO ROOF DIAPI IRAGM.
<br />■ ■
<br />MEAN ROOF HEIGHT
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<br />PLUMBING NOTES
<br />1. PROVIDE PLU'MBLNG FIXTURES, AS SELECTED BY PRACTICAL CONSI. COMPLETE WITH ALL TRIM "CRAPS, STOP VALVES, SUPPLIES
<br />AND 1:SCUTCIIEONS.
<br />2. AL.1. I'L.UM131NG SHALL 13E IS ST`RICI' ACCORDANCE; WIII I STANDARD PLUMBING CODES AND LOCAL ORDINANCES.
<br />3. SOIL. WASI E AND VENT PLYING SHALL BE SCHEDULE 40 PVC.
<br />4. Al 1, WATER PIPING SHALL BY "TYPE "L" WITI I 95-5 SOLDERED JOINTS OR C-P.V.C.
<br />5. ('OPPFR PIPING UNDERGROUND AND IN CONTRACTWITII DISSIMILAR METALS SHALL BE COATED WITI I TAR ENAMEL AWWA-C-203
<br />OR T;QUAL.
<br />6. PROVIDE; INDIVIDUAL WATER STOPS AT ALI., WATER CLOSETS, LAVATORIES AND KITCHEN SINK INSTALLATIONS.
<br />7. 11"UN ALI, PIPES CONCEALED IN WALL, FLOORS, A13OVE CEILINGS OR BELOW GRADE.
<br />8. VERIFY ALL, ROUGH IN REQUIREMENT'S WIT]] THE FIXTURES TI IAT ARE SELECTED.
<br />9. ('(,)ORDINATE ALL WORK WAIT TRADES.
<br />10. PROVIDE FULL SIZE; PIPING FROM HOT WATER P&T WALVE TO EXTERIOR.
<br />1 I. WATER PIPING RUN I'1IROUGI I CONCRETE OR MASONRY SHALL BE WRAPPED WITH 10-ML VINYL PLUMBING TAPE.
<br />12. 1 LOTWATER PIPING SHALL BE INSULATED IN ACCORDANCE WITH COUNTY WIDE ENERGY CODE.
<br />13.40 GALLON WATER HEATER.
<br />14.'I'AN'K TYPE' WATER CLOSETVOLUME 1.5 GALLONS.
<br />15. WA LIZ-FLOW RATE. SHOWER HEADS 2.5 GPM PRIVATE FACILITES 2.213 GPM
<br />16. PLUMBERS MUSTUSE A METAL OR PLASTIC: MATERIAL TO BOX OUT AREAS IN CONCRETE WHERE DRAINS ARETO BE INSTALLED.
<br />17.11 LERMAL. EXPANSION PROTECTION IS REQUIRED WHEN TI IE WATER SERVICE IS EQUIPPED WITH A BACKFLOWN PREVENTION DEVICE. ,
<br />2 014
<br />I `{.ALL BAC'KF'LOWN PREVENTION DEVICES ARE REQUIREDTO BE'1 ES"1-ED AND TESL' RESULT'S SUBMITTED TO If IE BUILDING DEI A`Rf464 MAY
<br />BEFOKE'1'lLL- C'ERI'IFICA"I'E OF OCCUPANCY IS ISSUED.
<br />19. IN GARAGES ALL WATER HEATERS SHALL BE ELEVATED TO UNSURE THAT I,i IE LOWEST IGNITION SOURCE IS 18" ABLOVE'THE$iJF t
<br />INCLUDING ELECTRIC WATER HEATERS.
<br />GENERAL NOTES
<br />L BUILDER WILL VERIFY ALL DIMENSIONS SHOWN OR IMPLIED BEFORE STARTING ANY WORK.
<br />2. BUILDER WILL COMPLY WITH ALL BUILDING CODES BOTH STATE AND LOCAL, AND COMPLY WITH ALL LOCAL AUTHORITES
<br />I CAVING JURISDICTION.
<br />3.1'T IS TI IE CONTRACTORS SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE -1-0 INSURE -1.1IE SAFETY OF" 1TLE
<br />BUILDING AND COMPONENT PARTS DURING ERECTION PHIS INCLUDES BUT IS NOT LIMITED TO THE ADDITION WHAI'EVER'TL:MPORARY �-
<br />BRAC'ING. GUYS, OR TI IE DOWNS TI IAT MAY BE NECESSARY. SUCH MATERIAL SI IALL. 13E REMOVED AND SHALL REMAIN THE PROPERTY
<br />OF "I 1IF. CONTRACTOR AFTER COMPLETION OF TI IE PROJECT.
<br />4. ALL DIMENSIONS AND ELEVATIONS SHOWN ON TI IE STRUCTURAL DRAWINGS SHALL BE VERIFIED AND SHALL, CONFORM TO TILE
<br />ARC'111TECTURAL DRAWINGS,
<br />5. NAIL AND GLUE BUCKS, THE WOOD BETWEEN TI IE DOOR ,IAMB AND TIIE WALL.
<br />6. "1LIE MULLIONS - STRIPS BETWEEN A SERIES OF WINDOWS - MUSTBE CERTIFIED TO WITHSTAND TIIE DESIGNED WIND CAPACITY.
<br />7. WINDOWS AND GLASS DOORS MUST MEETT'HE IMPACT STANDARDS. WINDOW MFGR MUST I LAVE LABELS ATTACHED LISTING
<br />MANUFACTURER, PERFORMANCE CI IARACTERISTIC'SAND CER'1'IIICALION "I'HA"1"1't[FY IIAV1 BEEN TESTED. LABELS MUST S"TAY ON UNTIL
<br />THE FINAL. INSPECTION.
<br />8. WALL SIDING, INCLUDING BRICK FACING, PAINTED BLOCK OR S"I UCCO MUS END 6 INCHES ABOVELHE GROUND TO ALLOW FOR }L 1 URE
<br />�:
<br />� ( S` NI. S "L'HAN 5 'C T "1 TERMITE "'E INS} LC I N '1'H 'CONTRACT )R CAN PAINT TIIE BARE BAND OR APPLY A PLASTER -LIKE FINISH LE 5 /81N 1 1 11CK I E ZMT 1 1C S. E � S
<br />r'
<br />DIRECTLY T'O'1'HE FOUNDATION WALL.
<br />n n S ,
<br />C G "I TIN 3h IORIZONTALLY AND BET) 60 OF "THE STANDING SURFACE OF BA'1'H'CU13 S1lOWER..I A ETC'. SHALL BE ..ANY ALA'/.IN _ W11 - 1 _ BELOW C �S
<br />SAFETY GLAZED. q!
<br />10. BAIITROOM VENTILATION MUST' BE MECHNICALLY EXI LAUSTED TO BUILDING EXTERIOR. )' �SI 1��
<br />11. EQUIPMENT DISCONNECT MUST BE WITHIN SITE. �l �Oa "1� 1
<br />12. THE EQUIPMENT SERVICE PANEL. MUST BE LOCATED WITHIN 6'-0" OF ATTIC ACCESS, IF THE AIR HANDLER UNIT' IS INTHE ATTIC. I 'Y
<br />13. A FLOAT SWITCI I TO SI TUT DOWN THE UNIT OR OTHER APPROVED DEVICE TO ALERTTHE I IOME OWNER TI [AI"!II E CONDENSATION�'j ' /
<br />DRAIN IS STOPPED UP MUST BE INSTALLED IF THE AIR HANDLER UNIT IS IN THE ATTIC. 15v21;1 � t
<br />16. ALL MECHANICAL EQUIPMENT INCLUDING .A/C CONDENSERS, POOL FILTERS AND POOL HEATERS SHALL BE SECURED FO RESIST' ��
<br />LOCATION WIND LOADS. �io
<br />MASONRY/CONCRETE NOTES
<br />MASONRY NOTES:
<br />1. ALI, MASONRY IS'TO BE 8" HOLLOW UNITS SHALL CONFORM TO ASTM C90, TYPE NJ, WITII A MNINIMUM COMPRESSIVE STRENGTI I
<br />OF 1000 PSI.
<br />2. MORTAR SHALL CONFORM TO ASTM C476, TYPE PL, WITI I A MINIMUM COMPRESSIVE STRENGTH OF2500 PSI.
<br />CONCRETE NOTES.
<br />J. ALI, CONCRETE SI [ALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS.
<br />2. ALL REINFORCING STEEL TO BE NEW DOMESTIC: DEFORMED BILLET STEEL CONFORMING TO ASTM A-615 GRADE 40 EXCEPTTHAT
<br />TIES MAY BE DOMESTIC STEEL CONFORMING TO ASTM A-615 GRADE 40.
<br />3. WELDED WIRE FABRIC: SHALL CONFORM TO A-185.
<br />4. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL OPENING S,SLEEVES,ANCHOR BOLTS,INSERTS,ETC. AS REQUIRED BY OT HER TRADES
<br />BEFORE CONCRETE IS PLACED. NO SLEEVES,OPENINGS PR INESERTS MAY BE PLACED IN BEAMS OR SLABS UNLESS APPROVED BY "THE
<br />ARCHITECTAND SHOWN ON SHOP DRAWINGS.
<br />5. ALL REINFORCING DETAILS TO CONFORMTO "MANUEL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES,
<br />AC[ 315, UNLESS DETAILED OTHERWISE ON STRUCTURAL DRAWINGS.
<br />6. PROVIDE SPACERS,CHAIRS,BOLTS,ETC. AS REQUIRED TO ASSEMBLE,PLACE AND SUPPORT ALL REINFORCING IN PLACE.
<br />7. PROVIDE CORNER BARS FOR ALL FOOTINGS.
<br />8. ALL FOOTING DOWEL BARS SHALL HAVE A STANDARD 90 DEGREE BEND AND SHALL BE EMBEDDED 5 INCHES INTO -INCH FOOTINGS
<br />AND A MINIMUM OF 6 INCHES INTO ALL THE OTHERS. DOWEL BARS LAP VERTICAL WALL REINFORCEMENT A MINIMUM OF 25 INCITES.
<br />9. GABLE ENDWALLS ADJACENT TO CATI IEDRAL CEILINGS ARE REQUIRED TO BE CONTINUOUS FROM FLOUR TO ROOF DIAPHRAGM.
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