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<br />FLORIDA APPROVED PRODUCTS LIST
<br />Parent Approval
<br />Manufacturer
<br />Category
<br />Subcategory App/Seq #
<br />Product Model # or Name
<br />Model Description
<br />FL 11321.1
<br />Builders Hardware, [tic.
<br />Exterior Doors
<br />Swinging Ext. Door
<br />Opaque Fiberglass Door
<br />Entry Door
<br />FL15220.1
<br />Piastico, Inc.
<br />Exterior Doors
<br />Swinging Ext. Door Assemblies
<br />Opaque Fiberglass Door
<br />Glazed Fiberglass Door
<br />FL1 S_'79-RI
<br />Clopay Building Products Company
<br />Exterior Doors
<br />Sectional Ext. Door Assemblies
<br />- -
<br />FL15349-RI
<br />MI Windows and Doors
<br />Windows
<br />Fixed
<br />Model 185PW
<br />Aluminum
<br />(Self
<br />FL3664-R3
<br />Tatnko Building Products
<br />Roofing
<br />Underlayments
<br />ITW Underlayment
<br />-Adhering Rubberized
<br />Guardian Building Products - Ashley.
<br />Panel Walls
<br />Soffits
<br />16" Quad Four Q/4
<br />Aluminum
<br />V`
<br />FL97y2. R,
<br />Rooting
<br />..Atlas Koofin J Corporation
<br />Roofing
<br />Asphalt. Shingles
<br />StormMaster Shake
<br />Fiberglass Reinforced
<br />FLl 1473-R2
<br />Simpson Strong -Tic Co.
<br />Structural Components
<br />Wood Connectors Anchors
<br />LSUU210
<br />Adjustable Hanger
<br />(n
<br />FL,I 1473-R2
<br />Simpson Strong -Tie Co.
<br />Structural Components
<br />Wood Connectors Anchors
<br />HE"TA
<br />Embedded Truss Anchor
<br />_j
<br />FL 1473-R2
<br />Simpson Strong -Tie Co.
<br />Structural Components
<br />Wood Connectors Anchors
<br />META
<br />Embedded'Truss Anchor
<br />® =
<br />Simpson strong -Tie Co.
<br />Structural Components
<br />Wood Connectors Anchors
<br />} W
<br />Simpson Strong -Tie Co.
<br />Structural Components
<br />Wood Connectors Anchors
<br />-
<br />Z
<br />Simpson Strong -Tie Co.
<br />Structural Components
<br />--
<br />Wood Connectors Anchors
<br />- -
<br />Strap Ties
<br />Il
<br />Q W
<br />FL 1 1473-R2
<br />Simpson Sirong=Tic Co.
<br />Structural Components
<br />Wood Connectors Anchors
<br />LSTA12
<br />Strap Ties
<br />0 N
<br />FL 1473-R2
<br />Simpson Strang -Tie Co.
<br />Structural Components
<br />Wood Connectors Anchors
<br />H2.5
<br />"Truss Tic
<br />,L
<br />- -
<br />-
<br />-
<br />0 W
<br />NOTE C3'
<br />FLORIDA APPROVED WINDOWS AND DOORS RATED FOR INDICATED DESIGN PRESSURES AND INSTALLED
<br />PER DOOR. MANUFACTURERS SPECIFICATIONS.
<br />cr 0 CL
<br />GENERAL STRUCTURAL NOTES
<br />THESE PLANS MEET 'THE MINiMUM REQUIREMENT'S OF THE 5TH. EDITION (2014) FLORIDA RESIDENTIAL BUILDING CODE,
<br />FEC 2014, & ASCE 7-10.
<br />1. CONCRETE SHALL, HAVE. A MINIMUM COMPRESSIVE,' STRENGTH OF 2,000 PSI (UNLESS NOTED OTHERWISE) a; 28 DAYS.
<br />1 - 5 'tl � STRENGTH OF 40 000 PSI IN ACCORDANCE WITH AS"T'�1 .A 61_ _. STEEL REINF _ RCEMENT' SHALL HAVE A MINIMUM YIELD STRENG
<br />3. CONCRETE MASONRY UNITS, IF ANY, SHALL BE HOLLOW CORE/ LOAD BEARINGS IN ACCORDANCE TO ASTM C90
<br />ORC145, 1,900,PS1 MINIMUM.
<br />4. GROUT, IF ANY, SHALL HAVE 3/8" MAXIMUM AGGREGATE, 8-11 INCH SLUMP 2,000 PSI AS PER AS"I-M C476.
<br />5. MORTAR,IF ANY, SHALL 13E TYPE M OR S IN CONFORMANCE ASTM C270.
<br />6. THE OUTER FOUNDATION BARS SHALL BE CONTINOUS AROUND CORNERS BY BENDING THE BAR, IN ACCORDANCE
<br />WITH 2O23.4 OF THE SSTD 10-99. IN 130TI-I CASES THE MINIMUM BAR LAP SHALL 13E 40 DIAMETER LIKEWISE, THE BOND
<br />BEAM REINFORCEMENT SHALL BE CONTINOUS AROUND ALL.. CORNERS.
<br />7. ATTACH PLYWOOD SHEATHING TO SUPPORTING TRUSSES 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 />R. PROVIDE 4" X 4." CLEAN OUT FOR AL.L.. CONCRETE FILLED CELLS. AT THE BASE OF WALL.
<br />9. ALL. WOOD LOAD BEARING EXTERIOR AND INTERIOR WALLS TO BE 412 SOUTHERN YELLOW PINE (OR EQUAL
<br />(FB = 1200 PSI) `ci 16" O.C. UNLESS NOTED OTHERWISE).
<br />10. ALL WOOD GIRDERS SHALL HAVE A MIN. OF (4) - 2"X4" STUDS PLACED DIRECTLY UNDER THE GIRDER .ANL:) DOUBLE
<br />PLATES.
<br />11. PRE -MANUFACTURED ROOF TRUSSES TO BE DESIGNED IN .ACCORDANCE, WITH THE., LATEST TPI DESIGN
<br />REQUIREMENTS. THE. TRUSS MANUFACTURER IS REQUIRED TO FURNISH ALL REACTION LOADS FOR DEAD LOADS,
<br />LIVE LOADS AND WIND LOADS. MANUFACTURER 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 TECHNICAL MATERIAL SPECIFICATIONS.
<br />13. ALL EXTERIOR CONCRETE BLOCK WALLS ARE DESIGNED AS SHEAR WALS OR SHEAR WALL SEGMENTS WITH
<br />DUR-A-WALL REINFORCEMENT EVERY O"THER BLOCK AS 13ER THE REQUIREMENTS OF THE NATIONAL CONCRETE
<br />MASONRY INSTITUTE,. IF DUR-A-WALL REINFORCEMENT IS NOT USED FOR THE ENTIRE BUILDING, LENGTH OF
<br />ACTUAL SHEAR WALL WLL BE DESIGNATED ON THE PLANS.
<br />14. ALL OPENINGS GREATER THAN 5 FEET TO HAVE 145 BAR ON EACH SIDE OF OPENING AND FILLED WITH GROUT.
<br />OPENINGS GREATER THAN 12 FEET TO HAVE 2-#5 BARS ON EACH SIDE OF OPENING.
<br />15. CONTRACTOR TO VERIFY ALL. DIMENSIONS AND CONDITIONS IN THE FIELD.
<br />16. ANY CHANGES TO SEALED DRAWINGS MUST BE APPROVED BY THE PROFESSIONAL ENGINEER OF RECORD.
<br />17. STRUCTURAL DESIGN CRITERIA:
<br />A. BASIC WIND SPEED= 140 MPH 1108 MPH 3 SEC. GUST
<br />B. RISK- CATEGORY II
<br />C. APPLICABLE INTERNAL PRESSURE COEFFICIENT:= WINDWARD
<br />LEEWARD ±0.18
<br />18. ASSUMED MINIMUM EXISTING SOIL BEARING PRESSURE 2500 PSF
<br />19. SOIL NOTED AS COMPACTED IS 951.'.% MODIFIED PROCTOR, ASTM DI557.
<br />FOR:
<br />WAYNE BUTTERFIELD
<br />JOB ADDRESS:
<br />4408 Court St.
<br />Zephyrhills, Fl, 33542
<br />FRONT ELEVATION
<br />SCALE: 3/16'=1'-0'
<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 RECEIVE 4" CONCRETE SLAB W/ WIRE MESH OVER 6 MIL. VAPOR BARRIER. AND CLEAN, WELL COMPACTED. TER-ItiIITF..
<br />TREATED FILL.
<br />2. ALL FOOTINGS TO BE 16"W X h" 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 STRAPPING OR ANCHORS
<br />AS MAY BE REQUIRED PER CODE).
<br />4. ALL COLUMN PAD TO BE 24" X 24" XI 2" W/ 3- #5 REBAR EACH WAY (UNLESS NO -FED).
<br />5. ALL THICKENED EDGE SLABS TO BE 12" 12" W/ (1) #5 REBAR,
<br />6.THICKENED SLAB AT FLOOR ELEVATION CHANGE IS TO BE 8" D X 16" W/2 -#5 REBAR CONTINUOUS.
<br />7. FILL CORE WITH CONCRETE AND PLACE (1 #5 REBAR VERTICAL FROM FOOTING TO TIE -BEAM.
<br />8. PITC14 SLAB AT GRADE AT V IN 10' TYPICAL (IN' DIRECTION OF ARROW).
<br />9. RECESS FLOOR SLAB 14" AT ALL. SLIDING GLASS DOORS AND EXTEND SLAB 1 1/2" PAST BLOCK FACE.
<br />10. EXTEND SLAB EDGE AT* EXTERIOR DOORS 1 1/2" PAST BLOCK FACE.
<br />11. SUNKEN SHOWER TO BE 4" CONCRETE RECESSED SLAB W/ 6X6 #10 W.W. MESH (OR FIBERMESH).
<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-#5 REBARS CONTINUOUS.
<br />14. ALL. FOOTING FOR 2 STORY TO BE 20" W X 10" D W/ 345 REBAR CONTINUOUS.
<br />15. ALLTHICKENED SLAB (BELT., FOOTING) W/2. STORIES BEARING TO BE 10" W x 20" D W/ 3- #5 REBARS
<br />( PLACE UPLIFT STRAPS OR ANCHORS AS MAY BE REQUIRED PER COVE.)
<br />16. THICKENED SLA13 (BELL FOOTING) WHERE AT BEARING WALL OCCURS AT CHANGE IN FLOOR ELEVATION SHALL 13E A M[N.
<br />16" D X 16" W CONTINUOUS.
<br />17. SOIL BEARING CAPACITY SHALL BE A MIN. OF 2000 PSF IF NOT, NOTIFY ENGINEER IMMEDIATELY FOR REVIEW OF FOUNDATION DESIGN.
<br />18. TE.RMITE SOIL PROTECTION TO BE PROVIDED BY REGISTERED T'ERMI'TICIDES.
<br />WOOD NOTES
<br />1. ALL., FRAMING MEMBERS SHALL-, BE WOOD MEMBERS WITH PROPERTIES EQUAL.. TO OR BETTER THAN THOSE GIVEN BY THE. SOUTHERN
<br />PINE INSPECTION BUREAU FOR SURFACED DRIED SOUTHERN PINE NO.2 (MINIMUM ALLOWABLE BENDING STRESS - 1290PSI FOR SINGLE
<br />MEMBERS USES AND 1400 PSI FOR REPETITIVE MEMBER USES. MODULES OF ELASTICITY-1,600,00 PSI)
<br />2. ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED.
<br />3. AL.I, 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 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 THE CONNECTOR CAPACITY'S AND MANUFACTURES LICENSE TO FABRICATE TRUSSES UTILIZING THE CONNECTORS SYSTEM PROPOSED.
<br />7. BRIDGING FOR PRE-ENGINEERED' TRUSS SHALL BE AS REQUIRED BY 'TRUSS MANUFACTURER 1N ADDITION TO MEMBER SHOW ON
<br />DRAWINGS.
<br />S. ROOF DECKS SHALL 13E 1/2" PLYWOOD OR OSB FOR FIBERGLASS SHINGLE ROOFS AND 5/8" PLYWOOD FOR CONCRETE OR CLAY"
<br />TILE ROOFS. USE 81) NAILS WITH 6" SPACING AT ALL 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 ADJACENT TO CATHEDRAL CEILINGS ARE REQUIRED TO BE CONTINUOUS FROM FLOOR TO ROOF DIAPHRAGM.
<br />I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHE'D
<br />DESIGN AND FOUND IT TO BE IN COMPLIANCE
<br />WI H TH : 2014
<br />(5TH. EDITION) FI,ORIDA RESIDENTAI. BUILDING "_OD
<br />FEC 2014, &: ASCE 7-10.
<br />DAVID W. SMITH, PE
<br />9909 WALLASTON DR. LIC1 PE 53608
<br />PROJECT NAME: WALNUT GROVE,
<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. ALL PLUMBING SHALL. BE IS STRICT ACCORDANCE WITH STANDARD PLUMBING CODES AND LOCAL ORDINANCES.
<br />3. SOIL 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 CONTRACT WITH DISSIMILAR METALS SHALL BE COATED WITH TAR ENAMEL AWWA-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 CONCEALED IN WALL., FLOORS, ABOVE. CEILINGS OR BELOW GRADE.
<br />8. VERIFY ALL ROUGH IN REQUIREMENTS WITH 'THE FIXTURES THAT ARE SELECTED.
<br />9. COORDINATE ALL WORK WITH -TRADES.
<br />10. PROVIDE FULL SIZE PIPING FROM HOT WATER P&T WALVE TO EXTERIOR.
<br />i I. WATER PIPING RUN THROUGH CONCRETE OR MASONRY SHALL BE WRAPPED WITH 10-ML VINYL, PLUMBING TAPE.
<br />12. HOT WATER PIPING SHAL.L., BE INSULATED IN ACCORDANCE WITH COUNTY WIDE ENERGY CODE.
<br />13.40 GALLON WATER HEATER.
<br />14. TANK TYPE WATER CLOSET V )L I: 'ME 1 C I .5 GALLONS.
<br />15. WATER -FLOW RATE. SHOWER HEADS 2.5 GPM PRIVATE FACILITES 2.213 GPM
<br />16. PLUMBERS MUST USE A METAL, OR PLASTIC MATERIAL. TO BOX OUT AREAS IN CONCRETE WHERE DRAINS ARE TO BE INSTALLED.
<br />I7. THERMAL EXPANSION PROTECTION I5 REQUIRED WHEN THE WATER SERVICE IS EQUIPPED
<br />TPPED WITH A BACKFLOWN PREVE
<br />NTION N DEVICE. .
<br />l R..AL.1. BACKFL,OW N PREVENTION T'lON DEVICES ARE REQUIRED TO BE TESTED AND "TEST RESULTS SUBMITTED -1-0 THE BUILDING DEPARTMENT
<br />13EFORE THE CERTIFICATE OF OCCUPANCY IS ISSUED.
<br />19. IN GARAGES ALL WATER HEATERS SHALL. BE ELEVATED TO ENSURE THAT THE LOWESTIGNITION SOURCE IS 18" ABLOVE THE FLOOR
<br />INCLUDING ELECTRIC WATER HEATERS.
<br />GENERAL NOTES
<br />1. BUILDER WILL VERIFY ALL DIMENSIONS SHOWN OR IMPLIED BEFORE STARTING ANY WORK.
<br />'. BUILDER WILL COMPLY WITH ALL. BUILDING CODES BOTH SPATE AND LOCAL, AND COMPLY WITH ALL LOCAL AUT'HORITES
<br />HAVING JURISDICTION.
<br />3AT IS THE CONTRACTORS SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF THE
<br />BUILDING AND COMPONENT PARTS DURING ERECTION THIS INCLUDES BUT IS NOT LIMITED TO THE ADDITION WHATEVER TEMPORARY
<br />BRACING, GUYS, OR THE DOWNS THAT MAY BE NECESSARY. SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY
<br />OF THE CONTRACTOR AFTER COMPLETION OF THE PROJECT'.
<br />4. ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE VERIFIED AND SHALL CONFOR-44 TO THE
<br />ARCHITECTURAL DRAWINGS,
<br />5. NAIL AND GLUE BUCKS. THE WOOD BETWEEN THE DOOR JAMB AND THE WALL.
<br />6. THE MULLIONS - STRIPS BETWEEN A SERIES OF WINDOWS - MUST BE CERTIFIED TO WITHSTAND THE DESIGNED WIND CAPACITY.
<br />7. WINDOWS AND GLASS DOORS MUST MEET "THE IMPACT STANDARDS. WINDOW MFGR MUST HAVE LABELS ATTACHED LISTING
<br />MANUFACTURER, PERFORMANCE CHARACTERISTICS AND CERTIFICATION THAT THEY HAVE BEEN TESTED. LABELS MUST STAY ON UNTIL
<br />THE. FINAL INSPECTION.
<br />8, WALL SIDING, INCLUDINGBRICK FACING, PAINTED BLOCK OR STUCCO, MUST END 6 INCHES ABOVE THE GROLNVD TO ALLOW FOR FUTURE
<br />TERMITE INSPECTIONS. THE CONTRACTOR CAN PAINT THE BARE BAND OR APPLY A PLASTER -LIKE FINISH LESS THAN 518 INCH THICK
<br />DIRECTLY TO THE FOUNDATION WALL.
<br />r. ANY GLAZING WITHIN 36" HORIZONTALLY AND BELOW 60" OF THE STANDING SURFACE OF BATHTUB, SHOWER,SPA,ETC., SHALL BE
<br />SAFETY GLAZED.
<br />10. BATHROOM VENTILATION MUST BE MECHNICALLY EXHAUSTED TO BUILDING EXTERIOR.
<br />11. EQIiIPNIE.N"I' DISCONNECT MI;S'7' BE. WITHIN SITE.
<br />12. THE EQUIPMENT SERVICE PANEL MIDST BE LOCATED WITHIN 6-0" OF ATTIC ACCESS, IF THE AIR HANDLER UNIT IS IN 'THE AT"TIC.
<br />13. A FLOAT SW ITCH TO SHUT DOWN THE UNIT OR OTHER APPROVED DEVICE TO ALERT THE HOME OWNER THAT THE CONDENSATION
<br />DRAIN IS STOPPED UP MIDST BE INSTALLED IF THE AIR HANDLER UNIT IS IN THE ATTIC.
<br />16, AL_L MECHANICAL EQUIPMENT INCLIDING .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 13E 8" HOLLOW UNITS SHALL CONFORM TO ASTM C90, TYPE NI, WITH A MNINIMUM COMPRESSIVE STRENGTH
<br />OF 1000 PSI.
<br />2. MORTAR SHALL CONFORM TO ASTM C476, TYPE PL., WITH A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI,
<br />CONCRETE NOTES,
<br />1. ALI.. CONCRETE SHALL, 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 EXCEPT THAT
<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 OPEN INGS,SLEEVES,ANCHOR BOLTS,INSERTS,ETC. AS REQUIRED BY OTHER TRADES
<br />BEFORE CONCRETE IS PLACED. NO SLEEVES,OPENINGS PR INESERTS MAY BE PLACED IN BEAMS OR SLABS UNLESS APPROVED BY THE
<br />ARCHITEC'I' AND SHOWN ON SHOP DRAWINGS.
<br />5. ALL REINFORCING DETAILS TO CONFORM TO "MANUEL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES,
<br />ACI 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 AI..L. 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 LAI' VERTICAL WALL REINFORCEMENT A MINIMUM OF 25 INCHES.
<br />9. GABLE ENDWALLS ADJACENT TO CATHEDILAL CEILINGS .ARE REQUIRED TO BE CONTINUOUS FROM FLOOR TO ROOF DIAPHRAGM.
<br />BUILDER: BAILEY CONTRACTING, LLC
<br />DESIGNER: LARRY DEMONTMOLLIN
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<br />DRAWING PAGE INDEX �FI-V
<br />SH-1
<br />- ENGINEERING
<br />NOTEStw
<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 />SH-6
<br />- ELECTRICAL
<br />PLAN
<br />S-1
<br />-
<br />DETAILS
<br />S-2
<br />-
<br />DETAILS
<br />S-3
<br />-
<br />ROOF NAILING
<br />& NOTES
<br />ALL Weft ' 514ALL AMPLY WtTti
<br />PREVAILING CODES
<br />FLORIDA BUILDING CODE,
<br />NATIONAL ELECTRIC CODE, AND
<br />CITY OF ZEPHYRHILLS ORDINANCES
<br />REVIEW DATE�t -I6
<br />CITY OF RHILLS
<br />PLAN EXAMINER 75
<br />ENGINEERING NOTES
<br />SCALE 3/16 1'-0"
<br />,fy
<br />�r
<br />SHEET
<br />1 .
<br />I
<br />DADE CITY, FL. 33525 PH. 352-521-0865
<br />
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