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<br />ICI ORIDA APPROVED PRODUC I'S LIST,
<br />FRONT EI EVA.TO
<br />SCALE: 3/16'4-0,
<br />'Parent Approval
<br />Manufa---- -- -- --- . --
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<br />FI l 1321, €
<br />13ct filets liardware, Inc. .._... ......
<br />Exterior Doors
<br />._... _-_...
<br />S v(r, sin , Ext. Door
<br />Opayrze Fiberglass Door
<br />1 rttry Drier ..._. ......
<br />FL15220.1
<br />Pla Cico, Inc.
<br />Exterior Doors
<br />Swinging Ext. Door Assemblies
<br />Opaque Fiberglass Door
<br />Glazed Fiberglass Boor
<br />FI.I52q R1
<br />C Ir,liay Building Products C"t?mpany
<br />Exterior (Doors
<br />Sectional Fxt. Door Assemblies
<br />__.
<br />_ .. .
<br />FL, I5349-R1
<br />-,
<br />.M1 Windows and Doors
<br />Windows
<br />'Fixed
<br />Model 185PW
<br />iAluminum
<br />FL3664-R3
<br />...-.
<br />I attiko Building Products
<br />_.._._.. - ....__.
<br />Roofing
<br />Underlayinents
<br />TW i,?nderlavntent
<br />`pelf Adhering Rubberized
<br />_... FLI )6 s,1
<br />C,t_.Irdiar, wilding Products fjsh_ le.:. __.
<br />. __ Pane! Walls
<br />Soffits.._. .._ ... _._..
<br />i 6" .Quad Four..Q/4 ....... ... ..
<br />Ahrntitrurrr ...... .._.....__._.
<br />FL9792R5
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<br />Atlr?R Roofing Corporation
<br />. .__rP
<br />Roofing
<br />Asphalt Shingles
<br />Storn?Vlaster Shake
<br />Fiberglass Reinforced
<br />------- ___
<br />FI,11473-R2
<br />Simpson Strong -Tie Co,
<br />Structural Components
<br />Wood Connectors Anchors
<br />LSUU210
<br />Adjustable Hanger _. .
<br />FLI €R2
<br />.
<br />Su t?p sant cn`Ira Co,Ci .
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<br />Structural Components
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<br />Wood Con e t3rsAn Anchors
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<br />FSTA
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<br />Embedded Truss Anch
<br />FLI 1473 R2
<br />...
<br />Sllstpson `�trotia-lrc ttt
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<br />Structural Components
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<br />Woad Connectors Anchors
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<br />iS7T 1"A
<br />Embeddcd'Tn(ss Anchor
<br />SIFT -
<br />son Strot -TFeCo
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<br />t S ructurai Components
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<br />and C ors Anchors
<br />....
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<br />.. r€5 peon Strong -Tie Co.
<br />Structural Components
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<br />j Wood Connectors Anchors
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<br />Si �con StrriFa_ TrcCo.Cc
<br />poHants
<br />V>oa CcnnEcF} a, hors
<br />, Stra Tres
<br />FL 114 , -R2
<br />- -
<br />. Simpson Stronng _I ic. Co.
<br />Structural Components
<br />Wood Connectors Anchors
<br />LSTA 12
<br />_
<br />Strap Ties
<br />FLI €4773-R2
<br />Simpson STong-Tie Co. I
<br />Structural Components
<br />- ,_
<br />Wood Caimectors Anf hors
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<br />F H2.5
<br />I Truss Tie
<br />NOTE FLORIDA APPROVED WINDOWS AND DOORS RATED FOR INDICATED DE SIGN PRI`SSURES AND INSTALLED PER DOOR. MANUFACTURERS SPECIFICATIONS.
<br />' '" =11 : ' --were 1.
<br />THESE PLANS MEl T THE iMINWIUM REQUIREMENTS OF THE 5TH. EDITION (2014) FLORIDA RESIDENTIAL, BLILDINC3 CODE,
<br />FEC: 2014, & ASCE 7 10.
<br />1. CONCRETE E SHALL HAVE A MININIUM COMPRESSIVE STRENGTH OF 1000 PST UNLESS NO r
<br />( _ 11:D OTHERWISE} ,a_, 28 DAYS.
<br />2. STEEL REINFORCEMENTSHALL HAVE A MINIMUM YIELD STRENGTH OF 40,000 PSI IN ACCORDANCE :4 61_ 5 R ANC1 WITH AST. 1 A -
<br />3. CONCRETE MASONRY UNITS, IF ANY, SHALL BE HOLLOW CORE/ LOAD BEARINGS IN ACCORDANCE TO ASTM, C90
<br />OR C145; 1,900,PSi MINIMUM.
<br />4. GROUT. IF ANY, SHALL HAVE 3/8" MAXIMUM AGGREGATE, 8-11 INCH SLUMP 2,000 PSI AS PER ASTM, C,476.
<br />5. MORTAR,IF ANY, SHALL BE TYPE M OR S IN CONFORMANCE ASTM C270.
<br />6. THE OUTF,R FOUNDATION BARS SHALL BE CONI'INOUS AROUND CORNERS BY BENDING THE BAR IN ACCORDANCE
<br />WITH 2023.4 OF THE SSTD 10-99. IN BOTH CASES THE MINIMUM BAR LAP SHALL .DE 40 DIAMETE.R LIKEWISE, THE BOND
<br />BEAM REINFORCEMENT SHALT, BE CONTINOUS AROUND AL.L-, CORNERS.
<br />7. ATTACH PLYWOOD SHEATHING TO SUPPORTING TRUSSES OR OTHER FRAMING WITH COMMON NAILS FOR. GABLE
<br />DIAPI-IRAGMS 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 41" CLEAN GUTFOR ALL CONCRETE FILLED CELLS. AT THE BASE OF WALL,
<br />,
<br />9. ALL WOOD LOAD BEARING EXTERIOR AND INTERIOR WALLS TO BE #?2 SOUTHERN YELLOW PINE (OR EQUAL
<br />(FB nT 1200 PSI) @ 16" O.C. UNLESS 'NOTED OTHERWISE),
<br />10. ALL WOOD GIRDERS SHALL, HAVE A MIN. OF (4) - 2"X4" STUDS PLACED DIRECTLY UNI: FR. THE GIRDER AND DOUBLE
<br />PLATES.
<br />11. PRE-MANUTFACTI. RFD ROOF TRUSSES TO BE DESIGNED IN ACCORDANCE WITH THE LATEST TPI DESIGN
<br />REQUIREMENTS. THE TRUSS INIANUFACTURER IS REQUIRED TO FURNISH ALL REACTION LOADS FOR DEAD LOADS,
<br />LIVE LOADS AND WIND LOADS. MA1NUFACTU.RER TO SUBMIT TRUSS LAYOUT AND DETAILS SIGNED BY A FLORIDA
<br />REGISTERED ENGINEER.
<br />12, EXTERIOR FRONT AND BACK DOORS, WINDOWS, GARAGE DOORS, CLADDING AND COMPONENTS ARE SUBMITTED
<br />WITH THE "TECHNICAL. MANUAL" FOR INSTALLATION AND TEC'HN€CAL MATERIAL. SPECIFICATIONS.
<br />13. ALL EXTERIOR CONCRETE BLOC[: WALLS ARE DESIGNED AS SHEAR 4V''ALS OR SHEAR WALL. SEGMENTS WITH
<br />DUR..A_WALL REINFORC014ENT EVERY OTHER BLOCK AS PER THE REQUIREMENTS OF'THE NATIONAL CONCRETE
<br />MASONRY INSTITUTE. IF DUR-A-WALL REINFORCEMENT IS NOT USED FOR TIIE ENTBUILDING',
<br />IRE LENGTH OF
<br />ACTUAL SHEAR WALL WLL 13E DESIGNATED ON THE PLANS.
<br />14. AL.i_, OPENINGS GREATER THAN 5 FEE•I' T'O HAVE 1-45 BAR ON EACH SIDE. OF OPENING AND FILLED WITH GROLT T.
<br />OPENINGS GREATER THAN 12 FEET TO HAVE 2 45 BARS ON EACH SIDE OF OPENIN(3.
<br />15. CONTRACTOR DIMEN `I{ 'S" N) CONDITIONS IN THE FIELD, I R I'O VEIZTE'Y .ALL b 3IvS AND CO1N O S k ILL,
<br />16. ANY CHANT iES TO SEALED DRAWINGS MUST BE APPROVED BY `THE PROFESSIONAL ENGINEER OF RECORD.
<br />€7. STRLICTURAL DESIGN CRITERIA:
<br />A. BASIC WIND SPEED_- 140 NIPI1 1,108 MPH 3 SEC. GUST
<br />13. RISK CATEGORY Il
<br />C. APPLICABLE INTERNAL PRESSURE. COEFFICIENT WINDWARD
<br />LEEWARD
<br />1S. ASSUMED MINIMUM EXISTING SOIL BEARING PRESSURE= 2500I'SF
<br />19. SOIL NOTED AS COMPACTED IS 95% MODIFI.ED PROCTOR, ASTM D1557.
<br />l:
<br />O:
<br />4
<br />4Court
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<br />FOUNDATION NOTES
<br />VERIFY LOCATION OF BUILDING AT SITE USING OWNERS APPROVED PLOT PLAN AND ADJUST CONCRETE FOOTING, SLAB, LANDING, AND
<br />STEPS, AS GRADE REQUIRES. IF CONFLICTS BETWEEN EXISTING SITE CONDITIONS AND APPROVED PLOT PLAN ARISE CONTACT BUILDER.
<br />1. PREPARE SOIL, TO R.ECETVE 4" CONCRETE SLAB W/ WIRE MESH OVER 6 M1L VAPOR. BARRIER A.NI.) CLEAN, WELL COMPACTED, TERMITE
<br />TREATED FILL.
<br />2. ALL FOOTINGS TO BE 16"W X 8" 1) W/2 #5 REBAR CONTINUOUS (UNLESS hIO`T"ED).
<br />:3. ALL THICKENED SL.A13S (BELL FOOTING) TO BE 12" W X 20" D Vdi 2 # 5 REBAR CONTINUOUS (PLACE UPLIFT STRAPPING OR ANCHORS
<br />AS MAY BE.REQTIIRED PER CODE).
<br />n �4 2
<br />4, ALL COLUMN AL)'TO BBEX 24" X12." W'i 3-#5 REBAR EACH WAY (L NI,E.SS NO`1`EI)}.
<br />5. ALL. THICKENED EDGE SLABS TO BE 12" 12" W/ (1) #5 REBAR,
<br />(. ICCENED SLAB AT FLOOR ELEVATION CIANCE ISTOBE 8" LX 26 W!2 5 REBAR CONTINUOLS.
<br />7. FILL CORE WITH CONCRETE AND PLACE. (1 #5 REBAR VERTICAL FROM FOOTING TO TIE -BEAM.
<br />PI CI SLAB I " IN I € ' TYPI ,A 1, IN DIRECTIONARROW).
<br />$. T I _ I_AB AT UR,AD1 AT } C tOF
<br />9. RECESS FLOOR. SLAB 3.14" AT AI..L.: SLIDING GLASS DOORSAND EXTENT) SLATS 1 1/2" PAST BLOCK FACE.
<br />10. EXTEND SLAB EDGE ATEXTERIOR DOORS 1 1./2" PAST BLOCK FACE.
<br />11. SUNKEN SHOWER TO BE 4" CONCRETE RECESSED SLAB W/ 6X6 #10 W.W. MESH (OR FIBEIuNIESH).
<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 TO BE 22" W X 10" D W% 3-45 R.EBARS CONTINUOUS.
<br />14. ALI, FOOTING FOR 2 STORY TO BE 20" W X 10" D W, 345 REBAR CONTINUOUS.
<br />15, ALLTHICKENED SLAB (BELL FOOTING) W.12 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. THICKENED SLAB (BELL FOOTING) WHERE AT BEARING WALL OCCURS AT CIIANGE IN FLOOR ELEVATION SHALL BE A -viIN.
<br />16" D X 16" W CONTINUOUS.
<br />1'. SOIL BEARING CAPACITY SHALL BE A MIN. OF 2000 PS:F IF NOT, NOTIFY ENGINEER IMMEDIATELY FOR REVIEW OF FOUNDATION DESIGN
<br />18, TERMITE SOIL PROTECTION TO BE PROVIDED BY REGISTERED `I'ERMIT'ICIDES.
<br />WOOD NOTES
<br />T. ALL FRAMING I IMBERS SHALL BE WOODMEMBERS WITH PROPERTIES EQUAL, ".TO OR BEI.-TER THAN, THOSE GIVEN BY THE SOUTHERN
<br />PINE INSPECTION BUREAU FOR SURFACED DRIED SOumr-_RN PINE NO.2 (MINIMUM ALLOWABLE BENDING STRESS - 1290PSI FOR Sii'NC;LE
<br />MEMBERS USES AND 1400 PSI FOR REPETITIVE MEMBER USES. MODULES OF ELASTICITY-1,600.00 PSI)
<br />2. ALL, LUMBER IN CON'TACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED.
<br />3. ALL ROOF RAFTERS AND PREFABRICATED WOOD TRUSSES SHALT, 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 WITH THE LATEST EDITION OF THE"NATIONAL, DESIGN
<br />SPECIFICATION FOR STRESS -GRADE LUMBER" AND IT'S FASTENERS AS RECOMMENDED BY THE. NATIONAL FOREST PRODUCTS ASSOCIATION
<br />5. TRUSS MANUFACTURER .SHALL. SUBMIT SHOP DRAWINGS AND DESIGN NOTE WITH AN ENGINEER SEAL FOR APPROVAL.
<br />DESIGN NOTES ARE TO INCLUDE THE RATED LOAD CAPACITY OF THE CONNECTORS USED TO SECURE THE MEMBERS, CERTIFICATION
<br />OF T14E CONNECTOR CAPACITY'S AND MANUFACTURES LICENSE TO } FABRICATE TRUSSES UTILIZING THE CONNECTOR,)* SYSTEM PROPOSED.
<br />7, BRIDGING FOR PRE- ENO INEERED'IRUSS SHALT.. BE AS REQUIRED BY TRUSS MANUFACTURER. IN ADDITION TO MEMBER SHOW ON
<br />DRAWINGS.
<br />8. ROOF DECKS SHALL ISE l,v,,, PLYWOOD OR OSI3 FOR FIBERGLASS SITINGLE ROOFS AND 5/8" PLYWOOD FOR CONCRETE OR CLAY
<br />TILE ROOFS. USE 8D NAILS WITH 6" SPACING AT ALI:. PANEL EDGES AND 6" SPACING INTERMEDIATE SUPPORTS. PROVIDE
<br />PLY CLIPS AT UNSUPPORTED EDGES.
<br />9. ALL WOOD FRAME DETAILS SHALL BE IN ACCORDANCE WITH "NATIONAL DESIGN SPECIFICATION FOR. WOOD CONSTRUCTION" LATEST
<br />ADDITION, NATIONAL FOREST PRODUCTS ASSOCIATION, UNLESS DETAILED OTHERWISE ON THE STRUCTURAL DRAWINGS.
<br />10, ROOF LIVE LOAD::: 20 PSF. ROOF DEAD LOAD .= 20 PSF
<br />11. GABLE ENDWALLS ADJAC;:EPNT TO CATHEDRAL {:Ell-INGS ARE REQUIRED TO BE CONTINUOUS FROM FLOOR TO ROOF DIAPHRAGM.
<br />I HEREBY CERTIFY Y THAT I HAVE REVIEWE D THE ATTACHED
<br />]fDES:TCi.I AND FOUND ID IT ] ID BE IN C t��II'I.,I CITH 'I`II 2014
<br />(5TII. EDITION) FLORIDA RESID'FNTAI, IIUIL DIN(", C:`O DF,
<br />FEC; 2014, & ASC 7-10.
<br />DAVID W. SMITH, PE
<br />�y
<br />9909 WALLASTON DR® LIcE 3608
<br />PLUMBING NOTES
<br />I, PROVIDE PLUMBING FIXTURES, AS SELECTED BY PRACTICAL CONST. COMPLETE WITH ALL TRIM TRAPS, STOP VALVES, SUPPLIES
<br />AND ESCUTCHEONS,
<br />2. ALI., PLUMBING SHALL. BE IS STRICT ACCORDANCE W`ITTI STANDARD PLUMBING CODES AND LOCAL ORDINA.,CFS.
<br />3. SOI€, WASTE AND VENT PIPING SHALL BE SCHEDULE 40 PVC.
<br />4, ALL WATER PIPING SHALL BY TYPE "L" WITH 95-5 SOLDERED JOINTS OR C.P.V.C.
<br />5. COPPER PIPING UNDERGROUND AND IN CON'TRAC I WITH DISSIMILAR METALS SHALL BE COATED WITH TAR. ENAMEL AW W A-C-203
<br />OR EQUAL.
<br />6. PROVIDE INDIVIDUAL WATER STOPS AT ALL WATER CLOSETS, LAVATORIES AND KITCHEN SINK INSTALLATIONS.
<br />7. RUN ALL PIPES CONICI'ALED IN WALL, FLOORS, ABOVE CEILINGS OR BELOW GRADE.
<br />8, VERIFY ALL ROUGH IN REQUIREMENTS WITH THE FIXTURES T'HA-1- ARE SELECTED.
<br />9. COORDINATE ALL WORK WI'TH'TRADES.
<br />10, PROVIDE FULL SIZE PIPING FROM HOT WATER P&T WALVE TO EXTERIOR.
<br />11, WATER PIPING RUN TIIROUC:ii-I CONCRETE OR MASONRY SHALL BE WRAPPED WITH 10-ML VINYL PLUMBING TAPE.
<br />12. HOT WATER PIPING SHALL BE INSULATED IN ACCORDANCE WITH COUNTY WI
<br />DE ENERGY CODE.
<br />13,40 GALLON WATER HEATER.
<br />14. TANK "TYPE WATER CLOSET VOLUME 1.5 GALLONS.
<br />2.5 GPM PRIVATE
<br />. b _V TER -FLOW RATE. SHOWER HEADS C T: I A '[LIT • ' 2.2B GPM
<br />IS EC ES _
<br />METAL. , [ 1
<br />16. PLUMBERS MUST USE .� . L'TA._, OR PLASTIC MATERIAL, TO BOX OUT AREAS CONCRETE NCRETE WHERE DRAINS ARE TO BE INSTALLED.
<br />17. THERMAL.: EXPANSION PROTECTION IS REQUIRED WHEN THE WATER SERVICE IS EQUIPPED WITH A. BACKFLOWN PREVENTION DEVICE.
<br />18. ALL BACKFLOWIN PREVENTION DEVICES ARE REQUIRED TO BE TESTED AND TEST RESULTS SUB€AITI'ED TO THE BUILDING DEPARTMENT
<br />BEFORE THE CERTIFICATE OF OCCUPANCY ISISSUED.
<br />19. IN GARAGE'S ALL. NV'ATER HEATERS SHALL BE ELEVATED TO ENSURE THAT THE LOWEST IGNITION SOUIZC:E IS 18" ABLOVE.7'HE. FLOOR
<br />INCLUDING ELECTRIC WATER HEATERS.
<br />GENERAL NOTES
<br />1. BUILDER WILL. VERIFY ALL, DINIENSI.ONS SHOWN OR IMPLIED BEFORE STARTING ANY WORK.
<br />'.'BUILDER WILL COMPLY WITH ALL BUILDING CODES BOTH SI'AT'E AND LOCAL. AND COMPLY WITH ALL LOCAL AUT'HORITES
<br />HAVING JIJR.ISDIC"[TON.
<br />3AT IS THE CONTRACTORS SOLE, RESPONSIBILITY TO DETIIRMINF FREC:TION PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF THE
<br />BUILDING AND COMPONENT PARTS DURING ERECTION T141S INCLUDES BUT IS NOT LIMITED TO THE ADDITION WHATEVER TEMPORARY
<br />BRACING, GUYS,, OR THE DOWNS THATMAY IMF .':.NECESSARY. SUCH 7dIATERIAL SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY
<br />OF. THE CONTRACTOR AFTER COMPLETION OF THE PROJE'C'T.
<br />4. ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE. VERIFIED AND SHALL CONFORM TO THE
<br />DRAWINGS, ARC`Ill`IECi'UIL4I..
<br />5. NAIL: A tD GLUE I3UC"KS. T14E WOOD BETWEEN THE DOOR .IAMB AND THE i>vAI.I_.
<br />6. " e 3. L-
<br />. ONS -STRIPS BETWEEN A SERIES ES OF WINDOWS _ MUST CERTIFIED T WITHSTAND THE DESIGNED WIND CAPACITY.
<br />Y.
<br />7. WINDOWS AND GLASS DOORS MUSTiYTEE`I TIIE 1MI AC"f S'TAINDAIZDS. WINDOW IN4FGIZ MUST HAVE LABELS ATTACHED LISTING
<br />r
<br />irANi'FAC'I'U1ZER, PEIZFOKA/i.<1NCI: CHARACTERISTICS AND CERTIFICATION THAT THEY HAVE BEENTESTED, LABELS MUST STAY ON UNTIL
<br />THE FINAL INSPECTION.
<br />8" WALL SIDING, INCLUDING BRICK FACING, PAINTED BLOCK. OR STUCCO, MUST END 6 INCHES ABOVE THE GROUND TO ALLOW FOR FUTURE
<br />TERMITE. INSPECTIONS. THE CONTRACTOR CAN PAINT THF...BARE BAND OR APPLY A PLASTER -LIKE FINISH LESS THAN 5,18 INCH THICK.
<br />DIRECTLY TO THE FOUNDATION WALL.
<br />9. A -NY GLAZING WITHIN 36" HORIZONTALLY AND BELOW h0" OF THE STANDING SURFACE OF BATHTUB, SHOWER,SPA,ETC., SMALL BE
<br />SAFETY GLAZED,
<br />10. BATHROOM VENTILATIONMUST BE. MECHNICALLY EX14AUSTED TO-BU.TILDING EXTERIOR.
<br />11. EQUIPMENT DISCONNECT MUST BE WITHIN SITE.
<br />12. THE EQUIPMENT SERVICE PANEL MUST BE LOCATED WITHIN 6-0" OF ATTIC ACCESS, IF "TIIE AIR 14ANDLER UNIT IS IN THE ATTIC.
<br />13. A FLOAT SWITCH TO SYlUT DOWN THE UNIT OR OTHER APPROVED DEVICE TO ALERT THE HOME OWNER THAT THE CONDENSATION
<br />DRAIN IS STOPPED UP MUST BE INSTALLED IF THE AIR HANDLER UNIT IS 1N T14E ATTIC:.
<br />16. ALL MECHANICAL EQUIPMENT INCLUDING .A/C CONDENSERS, POOL: FILTERS AND POOL HEATERS SHALL BE SECURED TO RESIST
<br />LOCATION WIND LOADS.
<br />MASONRY/CONCRETE NOTES
<br />MASONRY NOTES:
<br />1. ALL MASONRY IS TO BE 8" HOLLOW UNITS SHALL. CONF(..)RIb ASTM " TYPE NI WITH ?� L TO AST 1 C90, 7 L A IsRNCNIMUM COMPRESSIVE STRENGTH
<br />OF 1000 PSI.
<br />2. MORTAR SHALL CONFORM TO ASTM C:'476, TYPE PL, WITH A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI.
<br />CONCRETE NOTES:
<br />I . ALL. CONCRETE SHALL HAVE:, A MINI:Mv UM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS.
<br />F .TEE .. - - - GRADEREINFORCINGBEBILLETSTEELCONFORMINGASTM 40 EXCEP"I'THAI'
<br />TINS MAY BE DOMESTIC. STEEL CONFORMING TO ASTM A-615 GRADE 40.
<br />3. WELDE.D WIRE- FABRIC SHALL CONFORM TO A-185.
<br />4. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL. OPEN IINGS,SLEEVES,ANCHOR BOLTS,INSERTS,ETC. AS REQUIRED 13Y OTHER TRADES
<br />BEFORE CONCRETE IS PLACED. NO SLEEVE S,OPEIN'I'NGS PR IN! SERTS .MAY BE PLACED IN BEAMS OR SLABS UNLESS APPROVED) BY THE
<br />ARCHITECT'AND SHOWN' ON SHOP DRAWINGS.
<br />5, ALL REINFORCING DETAILS TO CONFORM TO "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES,
<br />ACl 315, UNLESS DETAILED OTI-IERWISE ON STRUCTUJR,AI_ DRAWINGS.
<br />6, PROVIDE SPA(,ERS.CI-IAIRS,BOI-TS,ETC. AS REQUIRED TO ASSEMBLE,PLACE AND SUPPORT ALL. REINFORCING IN PLACE.
<br />7. PROVIDE CORNER. BARS FOR ALL FOOTING S.
<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 REINFORCEMENTA MINIMUM OF 25 INCHES.
<br />9. GABLE ENDWALLS ADJACENT TO CATHEDRAL CEILINGS ARE REQUIRED `TO BE CONTINUOUS FROM FLOOR TO ROOT; DIAPHRAGM.
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<br />- ENCINEFRINC
<br />NOTES
<br />SH-2
<br />- FLOOR PLAN
<br />SH-3
<br />- ELEVATIONS
<br />SH-4
<br />- FOUNDATION
<br />PLAN
<br />SH-5
<br />-- ROOF PLAN
<br />IWIECTRICAL
<br />PL
<br />LA N
<br />AN
<br />S---1
<br />-
<br />DETAILS
<br />S- 2
<br />-
<br />DETAILS
<br />-
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<br />ROO
<br />F OF NAILING
<br />& NOTES
<br />FNGINEFRING
<br />ALL Wag
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<br />Z TR E
<br />EPH /C r
<br />YRHILL8 ORD' AND
<br />RDI ftvices
<br />REVIEW DATE _2
<br />CITY OF ZEPHYRH
<br />PLAN EXAMINER HILLS
<br />CITY OF ZEPI-I Y,I'
<br />PLAP�IS ELF��
<br />MINER
<br />NOTES
<br />SCALE 3/16 -1 0
<br />-77, 77.7m. C-1-
<br />4 r
<br />
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