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MEAN ROOF HOGHT
<br />FRONT -ELEVATION
<br />41081111
<br />,
<br />PLUMBING NOTES
<br />1, PROVIDE PLUMBING FIXTURES. AS SELECTED BY PRACTICAL CONST. COMPLETE WITH ALL TRIm TRAPS, STOP VALVES, SUPPLIES
<br />AND ESCUTCHEONS,
<br />............ ............ ...... ....................
<br />2. ALL PLUMBING SHALL BE IS STRICT ACCORDANCE WITI-I STANDARD PLUMBING CODES AND LOCAL ORDINANCES.
<br />3SOIL WASTE AND v�,.N
<br />Parent Approval Manufacturer
<br />Categp!�y Subcategor App/Seq # Product Model # oi- Name 1 Model Description
<br />"L"
<br />4. ALL WATER PIPING SHALL BY TYPE WITH 95-5 SOLDE
<br />Exterior Doors Swingi.ng Ext. Door Opaque Fibergjass Door Entry Door
<br />5,C PIPING U tSSIMILAR. METALS SHALL BE COATED WITHTAR ENAMEL AWWA-C-203
<br />I
<br />Exterior Deors Swingivig Ext. Door Assemblies; ppaque Fibe-- lass Door G lazed Fiberglas,; Door
<br />OR EQUAL.
<br />Ft. 15 27 9-R I C"1011ay Building Product', Co anv
<br />:�'!\411
<br />Exterior Doors Sectional F-d. Door Assemblies
<br />6. PROVIDE INDIVIDUAL WATER STOPS AT ALI, WATER CLOSETS, LAVATORIES AND KITCI
<br />FL I 549-R 1 Windows and Doors
<br />Windows Fixed Model 185PW Aluminum
<br />FI-3664-R3 ::Talriko Building Products
<br />Underlayrrients TW Underlaynient Self -Adhering Rubberized
<br />'14 THE FIXTURES THATARE SELECTED.
<br />FI-4968,11 it
<br />Gitar ian Building Products -Ashle,
<br />Panel Walls Soffits 16- Q.iAqd y��Lq Q,,,,4 Aluminum
<br />1`1_971,92�R5 'At fAq Roofing Corporation
<br />Roofing Asphalt Shingles Stom.-IMaster Shake Fiberglass Rei nfbrct�cl
<br />LOT WATER P&T WALVE TO EXTER 0
<br />Structural Components Wood Connecugs-A�wahors !LSUU210 Adjustable Hanger
<br />-TE OR MASONRY SHALL BE WRAPPED WITH 10-ML VINYL PLI 7MBING TAPE.
<br />. ..................
<br />Structural Components Wood Con rectors Anchors ;HETA I Etribedded'Truss Anchor
<br />12. I40T WATER PIPING SHALL BE INSULATED IN ACCORDANCE WIT14 COUNTY WIDE ENERGY CODE.
<br />FLI 1473-R2 Simpsnon Strojig-Tie Co,
<br />Structural Components Wood Connectors Anchor,-, META Ernbedded'Truss Anchor
<br />'R ME
<br />0,40 GALLON WAIT -ATER.
<br />Simpson Strong -Tie Co.
<br />Structural Components Wood Connectors Anchors
<br />I" illipson Co.
<br />Structural Components \Vood Conriecto-,N.Anchors
<br />15. WATER -FLOW RATE. SHOWER HEADS 15 GP
<br />- --------- ----- ----- SiMmon Sti-ong-Tic Co.
<br />Structural Components Wood Colinectots Anchors StrapTics
<br />16. PLUMBERS MUST USE A METAL OR PLASTIC MATERIAL, TO BOX OUT ARE, AS IN CONCRETE WHERE, DRAINS ARE TO BE INSTAI.I.T--,.D.
<br />np o.nSuong-TieCQ.
<br />Structural Components :Wood Connectors Anchors 11 LSTA 12
<br />-)N PROTECTION IS REQUIRED WHEN THE WATER SERVICE ISEQUIPPED WITH A. BACKFLOWN PREVENTION F CE.
<br />FL I 1473-R2 z: Sinipson Strong -Tice Co
<br />Structural Components Wood Connector-, Anubors H2.5 TruKz Tic
<br />'EST RESULTS SUBMITTED -1-0 THE BUILDING DEPAR.- I ENT
<br />NOTE 23P FLORIDA APPROVED WINDOWS AND DOORS RATED FOR INDICATED DESIGN PRESSURES AND INSTALLED PER. DOOR MANUFACTURERS SPI.-',CIFICATIONS.
<br />13EFORE THE CERTI FICATE Of OCCUTANCY I S I SSLIE D.
<br />19. IN 6ARA03 ES ALL, WA T'ER HEATERS SHALL B E ELEVATIED TO ENSURE THATTHE LOWEST IGNITION SOU RCE
<br />INCLUDING ELECTRIC WATER HEA TERS
<br />FOUNDATION NOTES
<br />GENERAL NOTES
<br />VERIFY LOCATION OF BUILDING AT SITE USING OWNERS APPROVED PLOT PLAN AND ADJ UST CONCRETE FOOTING, SLAB, LANDING, AND
<br />1. BUILDER WILL. VERIFY ALL.D131,1ENSIONS SHOWN OR IMPLIED BEFORE STARTING ANY WORK.
<br />STEPS, AS GRADE REQUIRES, IF CONFLICTS BETWEEN EXISTING SITE CONDITIONS AND APPROVED PLOT PLAN ARISE. CONTACT BUILDER.
<br />2. BUILDER WJLL COMPLY WITH ALL BUILDING CODES BOTH'STATE AND LOCAL. AND COMPLY WITH ALL LOCAL AUTHORITES
<br />HAVING JLMISDICTION.
<br />1. PREPARE SOILTO RECEIVE 4" CONCRETE SLAB W/WIRE MESH OVER 6 MIL VAPOR BARRIER AND CLEAN, WET-1, COMPAC-l-TED.TER11111TE
<br />3AT IS THE CONTRACTORS SOLE, RESPONSIBILITY TO DETERMINF ERECTION PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF THE
<br />TREATED FILL,
<br />BUILDING AND COMPONENT PARTS DURING ERECTION THIS INCLUDES BUT IS NOT LIMITED TO THE ADDITION WHATEVER TFTVtPORARY
<br />1 ALL FOOTINGSTO BE 16"W X 8" D W/2 #5 REBAR CONTINUOUS (UNLESS NOTED).
<br />BRACING, GUYS, ORTHE DOWNSTHATMAY 13E NECESSARY. SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN T14E PROPERTY
<br />GENERAL STRUCTURAL NOTES
<br />-ONTINUOUS (PLACE UPLIFT STRAPPING OR ANCHORS
<br />3ALL TIUCKENED SLA13S (BELL FOOTING) TO BE 12" W X 20" D W/2- # 5 REBAR C
<br />OFTHE CONTRACTOR AFTER CO.-MPLETION OFTHE PROJEC"E
<br />AS MAY BEJZEQUtRED PER. CODE).
<br />4. ALL DIMENSIONS AND ELEVATIONS SHOWN- ON THESTRUCTURAL DR_AWTNGS SHALL BE VERIFIED AND SHALL CONFORM ToTHE
<br />THESE PLANS MEETTHE _fMlNiMUM REQUIREMENTS OF THE 5TH. EDITION (20,34) FLORIDA RESHAENTIAL BUILDING CODE,
<br />4ALL COLUMN PADTO BE 24" X 24" X12" W1`3- 45 REBAR RACH WAY (U.-N-LESS NOTED-)-
<br />ARCHITECTURAL; DRAWINGS,
<br />FEC 20W, & ASCE ?-.10.
<br />5. ALL THICKENED EDGE SLABSTO BE 12" 12" Wl,'(1) 45 REBAR,
<br />5. NAIL, AND GLUE BUCKS, THE WOOD 13ETWEEN THE DOORJAMB AND THE WALL.
<br />67HICKENED SLAB Air FLOOR ELEVATION CHANGE IS TO BE 8" D X 16" W/2 45 REBAR CONTINUOUS.
<br />6THE VIULLIONS - STRIPS BETWEEN A SERIES OF WINDOWS - MUST BE CERTIFIED TO WIFFHSTAND THE DESIGNED WIND CAPACITY.
<br />1. CONCRETE SHALL 14AVF A MINIMUNT COMPRESSIVE STRENGTH OF 2.000 PSI (UNLESS NO-fED OTHERWISE) @ 28 DAYS.
<br />7. FILL CORE WITH C O`NCRETE AND PLACE (1 445 REBAR VERTICAL FROM FOOTING TO TIE -BEAM.
<br />7. WINDOWS AND GLASS DOORS MUSTMEETTHE IMPACTSTANDARDS, Wf-NDOW,?%IFGR MUST HAVE LABELS ATTACHED LISTING
<br />2. STEEL REINFORCEIMENTSHALL HAVE A MINIMUM YIELD STRENGTH OF40,000 PSI IN ACCORDANCE WITH ASTM A-615,
<br />MANUFACTURER, PFRFORMANCE CHARACTERISTICS AND CERTIFICATION THAT THEY HAVE BEENTESTED. LABELS MUST STAY ON UNTIL
<br />3. CONCRETE MASONRY UNITS, IF ANY, SHALL BE HOLLOW CORE/ LOAD BEARINGS IN ACCORDANCE TO ASTMI C90
<br />9. RECESS FLOOR. SLAB 3/4" AT ALL SLADING GLASS DOORS AND EXTENDSLAB 1 1/2" PAST BLOCK FACE.
<br />THE FINAL INSPECTION.
<br />OR C14511,900,PSI MINIMUM,
<br />K EXTEND SLAB EDGE ATEXTERIOR DOORS 1 1/2" RASTBLOCK FACE.
<br />WALL SIDING, INCL.UDING BRICK FACIN6. PAINTED BLOCKOR STU,CO, MUST ENf.) 6 INCHES ABOVE THE GROUND TO ALLOW FOR FUTURE
<br />4. GROUT. IF ANY, SHALL HAVE 3/8" MAXIMUM AGGREGATE, 8-11 INCHSLUMP 2,000 PSI AS PER ASTM. C476.
<br />11. SUNKEN SHOWER TO BE 4" CONCRETE RECESSED SLA13 W/ 6X6,,710 W.W.MESH (OR FIBERmESH),
<br />TER MITE INSPECTIONS. THE CONTRACTOR CAN PAINTTHE BARE BAND OR APPLY A PLASTER-L[KE FIN-IS14 LESS THAN 5,19 INCH THICK
<br />5. MORTARJF ANY, SHALL BE TYPE M OR S IN CONFORMANCE ASTM C270.
<br />11 AIR CONDITIONER COMPRESSOR PAD SHALL BE YX4'Xiei" PLACED 8" FROM WALL, TYPICAL OR AS PLANS,
<br />DIRECTLY TO THE FOUNDATION WALL.
<br />6. THE DUTE.R FOU-N.-PATION, BARS SHALT, BE CONTINOUS AROUND CORNERS BY BENDING THE BAR IN ACCORDANCF,
<br />0. ALLSTONE. OR BRICK VINEER FOOTINGS TO BE 22" W X 10" D W/ 345 RE13ARS CONTINUOUS.
<br />9. ANY GLAZING WITHIN 36" HORIZONTALLY AND BELOW 60"OFTHE STAN-DING SURFACE OF BATHTUB, SHOWER.SPA,ETC., SHALL BE
<br />WITH 2023A OF THE SSTD 10-99. IN 130TI-I CASESTHE MINIMUM BAR LAP SHALL BE 40 DIAMETER Ll KE"WISE, THE BOND 14. ALL FOOTING FOR 2 STORY TO BE20" W X 10"D Wi345 RFAAR CONTTN-UOIJS,
<br />SAFETY GLAZE
<br />BEAM REINFORCEMENT SHALL, 13F CONTINOUS AROUND ALI-, CORNERS.
<br />15. ALLTHICKENTI) SLAB (BELL FOOTING) W112 STORIES BEARING TO BE 20" W x 10" D W! 3- 05 REBARS
<br />10. BATHROOM VENTILATION MUST BE MECHNICALLY EXHAUSTED TO BUILDING EXTERIOR.
<br />7- ATTACH PLY'WOOD SHEATHING TO SUPPORTfNIG TRUSSES OR OTHER FRAMING WITH ('01MMON NAILS FOR GABLE
<br />(PLACE UPLIFT STRAPS OR ANCHORS AS MAY BE REQUIRED PER CODE,)
<br />11. EQUIPMENT DISICON-NECT MUST BE WITHIN SITE.
<br />A, 4" O.C. ALONG EDGES OF PLYWOOD PANELS.
<br />16, THICKENED SLAB (BELL FOOTING) W14ERE AT BEARING WALL OCCURS AT CHANGE IN FLOOR ELEVATION, SI-LALL BE A -MIN.
<br />12. THE EQUIPMENT SERVICE PANEL MUST BE LOCAXED WITHIN 0-0" OF ATTIC ACCESS, IF THE AIR HANDLER UNIT is IN THE ATI-IC.
<br />B. 6" OC. ALONG FIELD OF PLYWOOD PANELS.
<br />16" D X 16" W CONTINUOUS.
<br />13. A FLOATswiTcH'I'o Smur DowNTHE UNITOR OTHER APPROVED DEVICETO ALERT THE HOME OWNER THATTHE CONDENSATION
<br />8, PROVfDE4" X 4" CLEAN, OUTFOR ALL CONCRETE FILLED CELLS. AT THE BASE OF WAt L,
<br />17. SOIL BEARING CAPACITY SHALL BE A MIN. OF 2000 PSF IF NOT, NOTIFY ENGINEER IMMEDIATELY FOR REVIEW OF FOUNDATION DESIGN.
<br />DRAIN IS STOPPED UPMUST BE INSTALLED IF THE AIR HANDLER UNIT IS IN THE ATTIC.
<br />9. ALL WOOD LOAD BEARING EXTERIOR AND INTERIOR WALLS TO BE #2 SOUTHERN YELLOW PINE (OR EQUAL
<br />18. TERMITE SOIL PROTECTION TO BE PROVIDED BY f�-E(jlS'I'EREf)'f'ERMI'I'ICII.)ES.
<br />16. AL L MECHANICAL FQUIPMENT INCLUDING A`C CONDENSERS. POOL, FILTERS AND POOL FLEATERS SHALL BE SECURED TO RESIST
<br />(FB= 1200 PSI) 1,,� 16" OC. UNLESS NOTED OTHERWISE),
<br />LOCATRON WIND LOADS.
<br />10Al-L WOOD GIRDERS SHALL, HAVE. A MIN. OF (4) - )"X4" STUDS PLACED DIRECTLY UNOR-R. T.
<br />HE GIRDER AND DOUBLE
<br />PLATES.
<br />(10D NOTES
<br />WO
<br />MASONRY/CON-CRETE NOTES
<br />11. PRE-MAN1.1"FACTI REDROOF TRI JSSES TO BE DESIGNED IN ACCORDANCE WITH THE., LATEST TPI DESIGN
<br />MASONRY NOTES.
<br />REQUIREMENTS. THE TRUSS TMANUFACTURER IS REQUIRED TO FURNISH ALL REAC11ON LOADS FOR DEAD LOADS,
<br />1. At,[, F RAM INGMEMBF-2,RS SHALL 13E WOOD MEMBERS WITH PROPERTMS FQ_UALT0 OR BETTER THAN, THOSE GIVEN BY THE SOUTHERN
<br />LIVE LOADS AND WIND LOADS. MANUFACTURER TO SUBMIT TRUSS LAYOUT AND I)ETAILS Sl(',Nv-.,.D BY A FLORIDA
<br />PINE INSPECTION BUREAU FOR SURFACED DRIED SOUTHERN PINE NO.2 (MINIMUM ALLOWABLE BENDING STRESS -- I NOPS' FOR SINGLE
<br />1 ALL MASONRY 1STO BE 8" 14OLLOW UNITS SHALL CONFQRM 1-0 ASTM C90, TYPE N1, WITH A MNINIMUM COMPRESSIVE STRENGTH
<br />REGISTERED ENGINEER.
<br />MEMBERS USES AND 1400 PSI FOR REPETITIVE MEMBER USES. MODUILES OF ELASTICITY -1,600,00 PSI)
<br />OF 1000 PSL
<br />12, EXTERIOR FRONTAND BACK DOORS, WINDOWS, GARAGE DOORS, CLADDING AND COMPON17NNTS APE SUBMITIT�D
<br />2. ALL, LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED.
<br />2, MORTAR SHALL CONFORM TO ASTM C470, TYPE PL, WITH A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI,
<br />WITRTHE "TECHNICAL. MANUAL" FOR INSTALLATION ANDTECHNICAL MATERIA L SPECIFICATIONS.
<br />3. ALL ROOr RAFTERS AND PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALL OP BEAMS
<br />CONCRETE NOTES,
<br />13- AILL EXTERIOR CONCRETE BLOCK WALLS ARE DESIGNED AS SHEAR WALS OR SHEAR. WALL SEGMENTS WITH
<br />-THE
<br />WITH HURRICANE CLIPS OR. ANCHORS AS NOTED.
<br />I ALL CONCRETE SHALL, HAVE A MINIMUM CO.I.ii,4PRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS.
<br />DUR-A-WALL REINFORCEMENTEVERY OTHER BLOCK AS PER REQUIREMENTS OFTHE NATIONAL CONCRETE
<br />4, PREFABRICATED WOOD'TRUSSES SHALL BE DESIGNED IN'ACCOR.DANCE WITHTHE LATEST EDITION OF THE"NATIONAL DIESIGN
<br />I
<br />2. ALL REINFORCING STEEL TO BE NEW DOMESTIC DEFORMED BILLET STEEL CONFOR2V1INGTO ASTM A-615 GRADE 40 EXCEYFTHAT
<br />MASONRY INSTITUTE. IF DUR-A-WALL REINFORCEMENT IS NOT USED FOR THE ENTIRE BUILDING, LENCjTI-1 OF
<br />SPECIFICATION FOR STRESS-GiRADE LUMBER" AND IT'S FASTENERS AS RECOMMENDED BY THE NXTIONAL FOREST PRODUCT S ASSOCIATION,
<br />ACTUAL SHEAR WALL WLI. BEDESIGNATED ON THE PLANS.
<br />TIES MAY BE DOMESTIC STEEL CONFORMING TO ASTNI A-015 GRADE 40
<br />14. ALL OPENINGS GREATFRTHAN 5 FEETTO HAVE 1-45 BAR. ON EACH SIDE OF OPENING AND FILLED WITH GROLJT
<br />IN 'S AND DESIGN NOTE WITH AN ENGINEER SEAL FOR APPROVAL.
<br />5. TRUSS MITNIVIPACTURER SIIALL. SUBMIT SHOP DRAW. 16
<br />3. WELDED WIRE FABRICSFIALL CONFORM TO A-] 85.
<br />OPENINGS GREATER THAN 12 FEET To l4A-V1_-_, 2-#5 BARS ON, EACH SIDE OF OPENING,
<br />DESIGNT NOTES ARE TO INCLtTDF THE RATED LOAD CAPACITY OF THE CONTNECTORS USED TO SECURE THE MEMBERS, CERTIFICATION
<br />4. CONTRACTORSHALL VERIFY LOCATIONS OF ALL. OPT-,N-'I'q(-S,SI,EE�TES,AN(-IIOR BOLTS,INSERTS,ETC. AS REQUIRED 13Y OTHER TRADES
<br />15. CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITION'S IIN THE FIELD.
<br />OF THE CONNECTOR CAPACITY'S AND MANUFACTURES LICENSE TO FABRICATE TRUSSES UTILIZING THE CONNECTORS SYSTEM PROPOSED
<br />BEFORE CONCRFTE IS PLAC.E.D. NO SLEhVES,0PFN1IN(_iS Pit INESERTSMAY BE PLACED IN BEAMS OR SLABS UNLESS APPROVED By THE
<br />16ANY CHANGESTO SEALED DRAWINGS MUSTBE APPROVED BY"'FRE PROFESSIONAL ENGINEER OF RECORD.
<br />7. BRIDGING FOR PRE- ENIG fNEFREDTRUSS SHALL BE AS REQUIRED BY TRUSS -MANUFACTURER. IN ADDITION TO MEMBER SHOW ON
<br />ARCHITECTAND SHOWN ON SH(YP DRAWINGS.
<br />Lj
<br />17, STRUCTURAL DESIGN CRITERIA:
<br />DRAWINGS
<br />5. ALL REINFORCING DETAILS TO CONFORM TO "MANUEL OF STANDARD PRACTICE FOR DETAILfNG REINFORCED CONCRETE STRUCTURES,
<br />A. BASIC WIN D SPEED- 140 IMPH 11108MPH 3SEC.GUST
<br />8, ROOF DECKS SHALL 13E 1/2" PLYWOOD OR OSB FOR FIBERGLASS SHINGLE ROOFS AND 5/8" PLYWOOD FOR CONCRETE OR CLAY
<br />ACI 315; IJNY - ESS DETAILED OTHERWISE ON STRUCTURAL DRAWINOS.
<br />BRISK CATEGORY 11
<br />TILE ROOFS, USE 8D NAILS WITH 6" SPACING AT ALI. PANEL EDGES AND 6" SPACING INTERMEDIATE SUPPORTS. PROVIDE
<br />6. PROVIDE SPA(ERS,CJIAIRS,BU-,TS,F.T(,-. AS REQUIRED TO ASSEMBLE,PLACE, AND SUPPORT ALI, REINFORCING IN PLACE.
<br />APPLICABLE INTERNAL PRESSURE COEFFICIENT- WINDWARD
<br />PLY CTAPS AT UNSUPPORTED EDGES.
<br />PROVIDE CORNER. BARS FOR ALI, FOOTINGS.
<br />LEEWARD --'-.0. 18
<br />9. ALL WOOD FRAME DETAILS SHALL BE IN ACCORDANCE WITH "NATIONAL DESIGN SPECIFICATION. FOR. WOOD CONSTRUICTION" LATEST
<br />DESIGN AND FOUND IT TO BE IN COMPLIANICE WITH E 201
<br />(5TH. EDITION) FLORIDA RESIDENTAL BUILDING COD
<br />DAVID W. SMITH, PE
<br />DRAWING PAGE INDEX
<br />SH-1
<br />- ENGINEERING NOTES
<br />SH-2
<br />- FLOOR PLAN
<br />SH-4
<br />- FOUNDATION PLAN
<br />CITY EPHYRh/L CODE, AIVD
<br />PLAN Q I I P610 L
<br />:SCALE
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