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PLUMBING NOTES
<br />1. PROVIDE PLUM 31 NO FIXTURES, AS SELECTED BY PRACTICAL CONST: COMPL M W ITHALL TRIM TRAPS, STOP VALVES, SUPPLIES
<br />AND ESCUTCHEONS,
<br />FLORIDA APPROVED PRODUCCTSS I.iST
<br />2. ALL PLUMBING SHALL BE IS STRICT ACCORDANCE WITH STANDARD PLUMBIING CODES AND LOCAL ORDINANCES.
<br />Parent Approval Manufacturer
<br />Category
<br />Subcategory App/Seq # Prod" N19" # W Nimi
<br />' Model Description
<br />3. IL, w VENT SHALL. BE sC�.lLL4oPVC.
<br />- -
<br />FL11321.1 Builders Hardware, Inc_._
<br />-
<br />Extedo_r Doors
<br />Swinging Ext. Door
<br />-- - - -
<br />Op ue Fib rglass Door
<br />-
<br />Entry Door
<br />-
<br />4. ALL WATER PIPING SHALL BY TYPE "L" WITH 95-5 SOLDERED JOINTS ORC.P.V.C.
<br />FL15220.1 Plastico Ina
<br />Exterior Doors
<br />_
<br />Swinging Ext. Door Assemblies
<br />g g
<br />0 ue Fiber lass Door
<br />- -
<br />Fiberglass Door
<br />-
<br />S. COPPER PIPING UNDERGROUND AND IN CONTRACT WITH DISSIMLAR METALS SHALL BE COATED WITH TAR ENAMEL AW WA�203
<br />y - - --
<br />-- FL15279-RI Clopa Budding Products CompanyExterior
<br />- - - -cts -
<br />- --- -
<br />Doors
<br />---- _...
<br />, - -
<br />Sectional Ext. Door Assemblies
<br />- -- - ---
<br />-..-�._
<br />-per -
<br />- - -Glazed
<br />I
<br />- - - -
<br />OR EQUAL
<br />7
<br />FL15349-Rl MI Windows and Doors
<br />Windows
<br />--
<br />Fixed
<br />�Underlayments
<br />Model 185PW
<br />Aluminum
<br />6, pROV� INDIVIDUAL WATER STOPS AT WATER CLOSETS, LAVATORIES AND Kai SIIV RMALLAITONS,
<br />-
<br />- - -- - ---- r
<br />- -
<br />- - -
<br />f
<br />J
<br />7. RUN ALL PIPES CONCEALED IN WALL, FLOORS, ABOVE CEII.IINGS ORBELOW GRADE.
<br />-
<br />- FL3664-R3 Tamko Building Products j
<br />Roofing
<br />-
<br />-yment
<br />- - - -
<br />TW Underla
<br />-
<br />Self -Adhering Rubberized
<br />g
<br />8. VERIFY ALL ROUGH IN WITH THE FIXTURES THAT ARE, SE[EC,'1ED.
<br />FL4968.1 Guardian Building Products - AshleyPanel
<br />- - -- - - -
<br />Walls - --
<br />Soffits
<br />- - ----
<br />16_ " ad Four /4
<br />-� --
<br />Aluminum
<br />- - --
<br />9. COORDINATE ALL WORK WITH TIRADES.
<br />FL9792-R5 Atlas Roofing Corporation
<br />- - _
<br />Roofing
<br />- 9
<br />Asphalt Shingles
<br />StonnMaster Shake
<br />Fiberglass Reinforced
<br />-
<br />-
<br />10. PROVIDE FULL SIZE PEMM FROM HOT WATERP&T WAIVE TO EXIFRIOR.
<br />FL11473-R2 Simpson Strong -Tie Co !
<br />_ -
<br />Structural Components
<br />_ . -
<br />Wood Connectors Anchors
<br />_ _ . - -
<br />LSUU210
<br />_ - . _- -
<br />Adjustable Hanger
<br />- -- --
<br />_-
<br />11. WATER PIPING RUN THROUGH CONCRETE OR MASONRY SHALL BE WRAPPED WITH 10-IML VINYL PLUMBIING TAPE.
<br />FL11473-R2 Simpson Strong -Tie Co.
<br />- - p g
<br />Structural Components
<br />-
<br />Wood Connectors Anchors -
<br />HETA -
<br />Embedded Truss Anchor
<br />--
<br />- -
<br />12. HOT WATER PIPING SHALL BE INSULATED IN ACCORDANCE WITH COUNTY WIDE ENERGY CODE.
<br />p g
<br />-- FL11473-RZ .Sim son Stron -Tie Co. IComponents
<br />Structural
<br />'Wood Connectors Anchors ;
<br />_ -
<br />META
<br />�-- _- _- - _
<br />Embedded Truss Anchor
<br />__- _
<br />_-- �
<br />13A0 GALLON WATER HEATER.
<br />Simpson Strong -Tie Co.
<br />- -
<br />Structural Components
<br />Wood Connectors Anchors
<br />4- - - -
<br />-
<br />-
<br />14. TANK TYPE WATER CLOSET VOLUME 1.5 GALL.
<br />ONST-
<br />Simpson Strong -Tie Co. _
<br />Structural Components
<br />I Wood Connectors Anchors
<br />15. WATER -FLOW RATE. SHOWER HEADS 2.5 GPM PRIVATE FAC LTTES 2.2B GPM
<br />Simpson Strong -Tie Co.
<br />Structural Components
<br />Wood Connectors Anchors
<br />Strap Ties
<br />16. PLUMBERS MUST USE A METAL OR PLASTIC MATERIAL TO BOX OUT AREAS IN CONCRETE WHERE DRAINS ARE TO BE INSTALLED
<br />FL11473-R2 Simpson Strong -Tie Co.
<br />_- -
<br />Structural Components
<br />Wood Connectors Anchors
<br />LSTA12 -
<br />Strap Ties _ _
<br />_J
<br />17. THERMAL EXPANSION PIWTECTTONISREQUIRED WEEK THE WATER SERVICE ISEQUIPPED WITH ABAC FLOWN PREVENTION DEVICE.
<br />FL11473-R2 Simpson Strong -Tie Co.
<br />Structural Components
<br />Wood Connectors Anchors
<br />H2.5
<br />Truss Tie _
<br />I& ALL BACKFLOWN PREVENTION DEVICES ARE REQUIRED TO BE TESTED AND TEST RESULTS SUBMITTED TO THE BUI DIWDEPARTMETTT
<br />NOTE QW° FLORIDA APPROVED WINDOWS AND DOORS RATED FOR INDICATED DESIGN PRESSURES AND
<br />INSTALLED PER DOOR MANUFACTURERS
<br />SPECIFICATIONS.
<br />BEFORE THE CERTIFICATE OF OCCUPANCY IS ISSUED.
<br />19. IN GARAGES ALL WATER HEATERS SHALL BE ELEVATED TO ENSURE THAT THE LOWEST IGNITION SOURCE IS 18" ABLOVE THE FLOOR
<br />INCLUDING ELECTRIC WATERHEATERS.
<br />GENERAL STRUCTURAL NOTES
<br />THESE PLANS MEET THE M 4MC1M REQUIREMENTS OF THE STE . EDITION (2014) FLORIDA RESIDENTIAL BUILDIING CODE,
<br />FEC 2014, & ASC3 7-10.
<br />1. CONCRETE SHALL HAVE A MINIIMUM COMPRESSIVE STRENGTH OF 2,000 PSI (UNLESS NOTED OTHERWISE) @ 28 DAYS.
<br />2. STEEL REINFORCEMENT SHALL HAVE A MIN] NIUM YIELD STRENGTH OF 40,000 PSI IN ACCORDANCE WITHASTMA-615.
<br />3. CONCRETE MASONRY UNITS, IF ANY, SHALL BE HOLLOW CORE/ LOAD BEARINGS IN ACCORDANCE TO ASTM C90
<br />OR C 145, 1,900,PSI MINIMUM.
<br />4. GROUT, IF ANY, SHALL HAVE 3/8" MAXIMUM AGGREGATE, 8-11 INCH SLUMP ZOO PSI AS PER ASTM C476.
<br />5. MORTAR.IF ANY, SHALL BE TYPE M OR S IN CONFORMANCE ASTM C270
<br />6. THE OUTER FOUNDATION BARS SHALL BE CONIINOUS AROUND CORNERS BY BENDING THE BAR IN ACCORDANCE
<br />WITH 2023.4 OF THE SSW 10-99. IN BOTH CASES THE MINIMUM BAR LAP SHALL BE 40 DIAMETER 1KEWiSE, THE BOND
<br />BEAM REINFORCEMENT SHALL BE CONTINOUS AROUND ALL CORNERS.
<br />7. ATTACH PLYWOOD SHEATHING TO SUPPORTING TRUSSES OR OTHER FRAMING WITH COMMON WAILS 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 OUT FOR ALL CONCRETE FILLED CELLS. AT THE BASE OF WALL
<br />9. ALL WOOD LOAD BEARING EXTERIOR AND INTERIOR WALLS TO BE #2 SOUTHERN YELLOW PINE (OR EQUAL
<br />(FB = 1200 PSI) @ 16" O.C. UNLESS NOTED OTHERWISE).
<br />10. AIL WOOD GIRDERS SHALL HAVE A MIIN. OF (4) - 2"X4" STUDS PLACED DMECTLYUNDFRTHE GLRDBRAND DOUBLE
<br />PLATES.
<br />11. PRE -MANUFACTURED ROOF TRUSSES TO BE DESIGNED IN ACCORDANCE WITH THE LATEST TFI DESIGN
<br />REQUIREMENTS. THE TRUSS MANUFACTURER IS REQUIRED TO FURNISH ALL REACTION LOADS FOR LEAD LOADS,
<br />LIVE LOADS AND WIND LOADS. MANUFACTURER TO SUBMIT TRUSS LAYOUT AND DETAILS SKIVED BYA FLORIDA
<br />REGISTERED ENGINEER.
<br />12 EXTERIOR FRONT AND BACK DOORS, WINDOWS, GARAGE DOORS, CLADDING AND COS ARE SUBMIT=
<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 SEOMEM WITH
<br />DUR AWALL REINFORCEMENT EVERY OTHER BLOCK AS PER THE REQUIREMENT'S OF THE NATIONAL CONCRETE
<br />MASONRY INSTITU173. IF DURA-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 (TREATER THAN 5 FEET TO HAVE 145 BAR ON EACH SIDE OF OPENING AM FILLED WITH GROUT.
<br />OPENINGS GREATER THAN 12 FEET TO HAVE 245 BARS ON EACH SIDE OF OPENI NQ
<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 E NWNEER OF RECORD.
<br />17. STRUCTURAL. DESIGN CRTIERiA:
<br />A. BASIC WAND SPEED -14O MPH /108 MPH 3 SBC. GUST
<br />B. RISK CATEGORY IT
<br />C. APPLICABLE INTERNAL PRESSURE COEFFICIENT - WINDWARD
<br />LEEWARD t0.18
<br />I& ASSUMED MIINIMUM EX19MG SOIL BEARIING PRESSURE - 2500 PSF
<br />19. SOIL NOTED AS COMPACTED IS 95% MODIFIED PROCTOR, ASTMD15S7.
<br />FOR:
<br />WAYNE BUTTERFIELD
<br />JOB ADDRESS:
<br />4408 Court St.
<br />FOUNDATION NOTES
<br />VERIFY LOCATION OF BUILDING AT SITE USING OWNERS APPROVED PLOT PLAN AND ADJUST CONCRETE FOOrTM STAB, LANDM AND
<br />STESS, 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 BARRIBRAND CLEAN, WILL COMPACTED, TERMITE
<br />TREATED FILL
<br />2. ALL FOOTINGS TO BE 16"W X S" D W/2 #5 REBAR C aRMAJOUS (UNLESS NOTED}
<br />3. ALL THICKENED SLABS (BELL FOOTING) TO BE 12" W X 20" D W/ 2 # 5 REBAR CONTINUOUS (PLACE UPLIFT STRAPPIING ORANCHORS
<br />AS MAYBE REQUIRED PER CODE).
<br />4. ALL COLUMN PAD TO BE 24" X 24" X12" W/ 3- #5 REBAR EACH WAY (UNLESS NOTED
<br />5. ALL THICKENED EDGE SLABS TO BE 12" 12" W/ (1) #5 REBAR,
<br />6.7119CIO NED SLAB AT FLOOR ELEVATION CHANGE IS TO BE 8" D X 16" W/2 45 REBAR CONTINUOUS.
<br />7. FILL CORE WITH CONCRETE AND PLACE (1 #5 REBAR VERTICAL FROM FOOT M TO IM49RAK
<br />8. PITCH SLAB AT GRADE AT 1" IN 10' TYPICAL QN DMBCIIORN OF ARROW).
<br />9. RECESS FLOOR SLAB 3/4" AT ALL SLIDMG GLASS DOORS AND EXTEND SLAB I Ur PAST BLOCK.FAC3.
<br />10. EXTEND SLAB EDGE AT EXTERIOR DOORS 11/2" PAST BLOCK FACE.
<br />11. SUNKEN SHOWER TO BE 4" CONCRETE RBCFSSED SLAB W/ 6X6 #10 W.W. MESH (OR FIBERMESH).
<br />12. AIR CONDITIONER COWORESSOR PAD SHALL BE 3 X4X4" PLACED S" FROM WALL, TYPICAL OR AS PLANS.
<br />13. ALL STONE OR BRICK VINEER FOOTINGS TO BE 22" W X IV D W/ 345 REBARS CONTINUOUS.
<br />14. ALL FOOTING FOR 2 STORY TO BE 2V W X IV D W/ 345 REBARCONTIINUOUS.
<br />15. ALL THICKENED SLAB (BELL FOOTING) W/ 2 STORIES BEARING TO BE 20" W x 2V D W/ 3-#S RFBARS
<br />( PLACE UPLIFT STRAPS OR ANCHORS AS MAY BE REQUIRED PER CODE.)
<br />16. 7HICKEr1ED SLAB (BELL FOOTO" WHEREAT BEARING WALL OCCURS AT CHANGE IN FLOORELEVATION SHALL BEAM X
<br />16" D X 16" W CONTINUOUS,
<br />17. SOIL BEARING CAPACITY SHALL BE A MIN OF 2000 PSF IF NOT, NOTIFY ENGIINEER IMMEDIATELY FORRREVIBW OF FOUNDATION DESIGN.
<br />IS. TERMITE SOIL PROTECTION TO BE PROVIDED BY RECESTERFD TFRbIITICIDES.
<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 NO2 (M mom ALLOWABLE BENom 81TRES8-1290IPSIFOR. SINGLE
<br />MEhIBERS USES AND 1400 PSI FOR REPETITIVE MEMBER USES. MODULES OF ELASTICITY-100,00 PSI)
<br />2. ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED.
<br />3. ALL ROOF RAFTERS AND PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WAIL 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 LUMBER" AND ITS FASTENERS AS RECOMMENDED BY TEE NATIONAL FOREST PRODUCTS ASSOCIATION.
<br />5. TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND DESIGN NOTE WITH AN ENGINEER SEAL FORAPPROVAL.
<br />DESIGN NOTES ARE TO INCLUDE THE RATED LOAD CAPACITY OF THE CONNECTORS USED TO SECURE THE MEMBERS, CER71PICATION
<br />OF THE CONNECTOR CAPACITY'S AND MANUFACTURES LICENSE TO FABRICATE TRUSSES UTHIEM THE CONINBCTIORS SYSTEM PROPOSED.
<br />7. BRIDGING FOR PRE-ENGINEERED TRUSS SHALL BE AS REQUIRED BY TRUSS MANUFACIMMIN ADDITION TO MEMER SHOW ON
<br />DRAWINGS,
<br />S. ROOF DECKS SHALL BE I/2" PLYWOOD OR OSB FORFIBERGLASS SHINGLE ROOFS AND 3/8" PLYWOOD FOR CONCRETE, OR CLAY
<br />TILE ROOFS. USE SD NAILS WITH 6" SPACING AT ALL PANEL EDGES AND 6" SPAC MI NTBRMBDIATE SUPPORTS. PROVIDE
<br />PLY CLIPS AT UNSUPPORTEDEDGES
<br />9. ALL WOOD FRAME DETAILS SHALL BE IN ACCORDANCE WITH "NATIONAL DESIGN SPECIFICATION FOR WOOD LATEST
<br />ADDITION, NATIONAL FOREST PRODUCTS ASSOCIATION, UNLESS DETAILED OTHERWISE, ON TIRE 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 REVIEV41,II THE ATTACHED
<br />DESIGN AND FOUND IT TO BE IN COAULIANCE WITH TME1411 011
<br />(MU EDITION) FLORIDA RESIDENTAL BUR DIN COD
<br />FEC 2014, & ASCE 7-10.
<br />DAVW W. SMITH, PE 25' 2 Z Z
<br />9909 WALLASTON DR. LICS FE 53608
<br />GENERAL NOTES
<br />1. 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 AUlHOR1TE8
<br />HAVING JURISDICTION
<br />31T IS THE CONTRACTORS SOLE RESPONSIBILITY TO DBTERM[M ERECTION PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF THE
<br />BUILDING AND COMPONENT PARTS DURING ERECTION THIS INCLUDES BUT IS NOT LDAn= TO THE ADDITION WHATEVER TEMPORARY
<br />BRACING, GUYS, OR THE DOWNS THAT MAYBE NECESSARY. SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THEPROPBRTY
<br />OF THE CONTRACTORAFTER COMPLETION OF THE PROJECT.
<br />4, ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE VERIFIEDAND SHALL CONFORM TO THE
<br />ARCHITBCTUILAL DRAWINGS,
<br />S. 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 WITHSTAM THE DESIGNEDWIND CAPACITY.\,
<br />7. WINDOWS AND GLASS DOORS MUST MEET THE IMPACT' STANDARDS. WINDOW MFGR MUST HAVE LABELS ATTACHED LIST M
<br />MANUFACTURER, PERFORMANCE CHARACTERISTICS AND CERTIFICATION THAT THEY HAVE BEEN TERM 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 />TERMITEINSPECTIONS, THE CONTRACTOR CAN PAINT THE BARE BAND ORAPPLY A PLASTER -LIKE FINISH LESS THAN 54INCH THICK
<br />DIRECTLY TO THE FOUNDATIOK WALL
<br />9. ANY GLAZINO WITHIN 36" HORIMNTALLY AND BELOW 60" OF THE STANDING SURFACE OF BATHTUB, SHOWER,SPAETC., SHALL BE
<br />SAFETY GLAZED.
<br />10. BATHROOM VENTILATION MUST BE MECCHNIICALLY EXHAUSTED TO BUILDR40 EXTERIOR
<br />11. EQUIPMENT DISCONNECT MUST BE WITHIN SITE.
<br />12. THE EQUIPMENT SERVICE PANEL MUST BE LOCATED WITHIN V-V OF ATTIC ACCESS, IF THE, AHL HANDLER. UNIT IS INTHE ATTIc
<br />13. A FLOAT SWITCH TO SHUT DOWN THE UNIT OR OTHER APPROVED DEVICE TO ALERT THE HOME OWNEILTHAT THE CONDENSATION
<br />DRAIN IS STOPPED UP MUST BE INSTALLED IF THE A13L HANDLERUNIT IS IN THEATTTC.
<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 CONFORM TO A87M C90, TYPE NI, WTTHA bII4NIlMLlM STRENGTH
<br />OF 1000 PSL
<br />2. MORTAR SHALL CONFORM TO ASTM C476, TYPE PL, WITH A hMORUM COMPRESSIVE STRENGTH OF 25M PSL
<br />CONCRETE NOTES;
<br />1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSIAT29 DAYS.
<br />2 ALL REINFORCING STEEL TO BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TOASTM 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 OPENIINGS,SLE3VES,ANCHOR BOLTSJNSERTSB'TC. AS REQUIRED BY OTHER TRADES
<br />BEFORE CONCRETE IS PLACED. NO SLBBVES,OPENIINGS PR DWAMTS MAY BE PLACED IN BEAM OR SLABS UNLESS APPROVED BY THE
<br />ARCHITECT AND SHOWN ON SHOP DRAWINGS.
<br />5. ALL. REINFORCING DETAILS TO CONFORM TO'MANUE. OF STANDARD PRACTICE FOR DETAILM REINFORCED CONCRETE STRUCTURES,
<br />ACT 315, UNLESS DETAILED OTHERWISE ON STRUCTURAL DRAWINGS.
<br />6. PROVIDE SPACERS,CHAIRS,BOLTS,BTC. AS REQUIRED TO ASSBMBLE,PLACE ANDSUPPORTALLREINPORCMINPLACE.
<br />7. PROVIDE CORNER BARS FORALLFOO'TINGS.
<br />S. ALL FOOTING DOWEL BARS SHALL HAVE A STANDARD 90 DEGREE BEND AND SHALL BE EMBEDDED 5 INCHES BU04 NM FOOiMW
<br />AND A MIINIMUM OF 6 INCHES INTO ALL THE OTHERS. DOWEL BARS LAP VERTICAL WALL A M 2G MUM OF 25 INCHES.
<br />9. GABLE ENDWALLS ADJACENT TO CATHEDRAL CEILINGS ARE REQUIRED TO BE CONTINUOUS FROM FLOOR TO ROOF DIAPHRAGM.
<br />PROJECT NAME: WALNUT GROVE
<br />BUILDER: BAILEY CONTRACTING, LLC
<br />DESIGNER: LARRY DEMONTMOLLIN
<br />P011:004 COME,
<br />r4t .9F 4PHYRHiLLS
<br />REVIEW
<br />CITY
<br />did /d LL
<br />DRAWING PAGE INDEX
<br />SH-1
<br />-
<br />ENGINEERING
<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 />SH-6 -
<br />ELECTRICAL
<br />PLAN
<br />S-1
<br />- DETAILS
<br />S-2
<br />-
<br />DETAILS
<br />S-3
<br />-
<br />ROOF
<br />NAILING
<br />& NOTES
<br />ENGINEERING NOTES
<br />SCALE 3/16 ::::::T_0"
<br />THEFT
<br />Zephyr hills, Fl. 33542
<br />DADE CITY, FL. 33525 PH" 352-521-08651
<br />
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