|
v
<br />FIBERGLASS SHINGLES
<br />MEAN ROOF HEIGHT
<br />a ��u
<br />----------
<br />A
<br />%
<br />FRONT ELEVATION -UNIT 5
<br />FLORIDA APPROVED PRODIICrS LET
<br />$NVIq
<br />SII/H�JAHd3Z.do
<br />!Parent Approval Manufacturer
<br />i d MWd # orName
<br />Category Subcategory P/Seq k� Proda
<br />Model Description
<br />A.U0
<br />FL 11321.1 'Builders Hardware, Inc.
<br />Exterior Doors Swinging Ext. Door
<br />Fier Door
<br />Entry Door
<br />FL15220.1 Plastico, Inc.
<br />Exterior Doors Swinging Ext. Door Assemblies
<br />Fillv_g 0 Taque r1a ss Door
<br />Glazed Fiberglass Door
<br />FL15279-RI Clopay Building Products Company
<br />Exterior Doors LSectional Ext. Door Assemblies
<br />FL15349-RI IMI Windows and Doors
<br />Windows ;Fixed
<br />Model 85PW_
<br />'Aluminum
<br />FL3664-R3 1 Tamko B uilding Products
<br />Roofing Underlayments
<br />.1
<br />TW Underlayment
<br />-
<br />--- - -
<br />Self -Adhering Rubberized
<br />(MV 9NIE1JNfYld lvxf�03-lg
<br />FI4968.1 Guardian Buildinjg Products - Ashley,
<br />Panel Walls Soffits
<br />16" Quad Four 0/4
<br />StormMaster Shake
<br />Aluminum
<br />Fiberglass Reinforced
<br />`9NlC'll11q Sig d�iic�d-ro'
<br />FL9792-R5 Atlas Roofing Corporation
<br />Roofing Asphalt Shingles
<br />NVA -nA,1jS D&aC[
<br />FLI 14734R2 Simpson Strong -Tie Co.
<br />Structural Components Wood Connectors Anchors
<br />!LSUU210
<br />Adjustable Hanger
<br />FL1 1473-R2 1 Simpson Strong -Tie Co.
<br />Structural Components Connectors Anchors
<br />_JWood Cio c_
<br />'HETA
<br />Embedded Truss Anchor
<br />Ft rl'473-R2 I Simpson Strong -Tie Co.
<br />Structural Components Wood Connectors Anchors
<br />:,META
<br />Embedded Truss Anchor
<br />1 Simpson Strong -Tie Co.
<br />Structural Components Wood Connectors Anchors
<br />i Simpson Strong -Tie Co. I
<br />Structural Components Wood Connectors Anchors
<br />Simpson Strong -Tie Co.
<br />Structural Components Wood Connectors Anchors I
<br />Strap Ties
<br />PLI1473-R2 Simpson Strong -Tie Co.
<br />Structural Components Wood Connectors Anchors
<br />LSTA12
<br />Strap Ties
<br />FL114734k2 Simpson Strong -Tie Co.
<br />Structural Components !Wood Connectors Anchors
<br />H2.5
<br />Truss Tie
<br />NOTE M:p FLORIDA APPROVED WINDOWS AND DOORS RATED FOR INDICATED DESIGN PRESSURES AND INSTALLED PER DOOR MANUFACTURERS SPECMCATXW.
<br />FOUNDATION NOTES
<br />VERIFY LOCATION OF BUTIMM AT SITE USING OWNERS APPROVED PLOT MAN AM ADJUST CONCRETE FOOTING, SLAB, LAN M41% AM
<br />STRIPS, AS GRADE REQUIRES. IF CONFLICTS BEITVM WaSTING SITE CONDITIONS AM APPROVED PLOT PLAN ARISE CONTACT E1U1lLDHR.
<br />1. PREPARE SM TO REM" 4"CONCRETE SLAB W/ WIRE MESH OVER 6 MIL VAPOR BARRIER AND CLEAN WELL COMPACTED, TERMITE
<br />TREATED FILL
<br />2. ALL FOOTINGS TO BE 160W X 90 D Wt2 #5 REBAR CONTINUOUS W= NOTED
<br />GENERAL ST.XXTU"L NOTES 3. ALL TMCAMNED SLABS (BELL POMBP TO BE 12- W X 20- D W/ 2 # 5 REBAR CONTINUOUS (PLACE UPLIFT STRAPPING OR ANaMM
<br />ASMAY BERBQUIREDPER COlft
<br />4. AIL COLUMN PAD TO BE 24" X 240 ]Ur W/ 3- #5 REBAR WAY 4"S NOT).
<br />TSB PLANMS�MI` TIRE 1-006M IIINIMOFTEM-2010FLORIDAR )ENUALBU]II1011413COD11%
<br />5. ALL THICKIIINEDEDGE SLABS TOME Ir 120 W/ (1) #5 REBAR.
<br />F111C 2010, A AMN 7-10. 68 SLAB AT FLOOR ELEVAT111ION CHANGE IS TO BE Ir D X 160 W/2 45 REBAR CONTUR)OPS,
<br />1. coNOW M- SIIIIA U, HAVE A M00111111M SWjRqeM(W,2,= pig (MESS W= n twim) @ 28 DAYS, 7. FILL CORE WITH CONCRETE AND PLACE (1 #5 REBAR VERTICAL FROM POOTMOTO TIB-BEAAL
<br />2. STlIM 2611INFORICE1111111IMT 99AU HAVIE.A ll1qWD S-H OF 4 mH SLAB AT GRADE AT in IN 10' TYPICAL (IN DmEam OF ARRM
<br />_*NP191NACCONDANCEIVIITHASTMA-615. s. Pr
<br />-7 T
<br />3. Y , IF Y, =1110k X&MLL-W C"•JN TD"Mcw 9. RECESS FLOOR SLAB 3/40 AT ALL SLIDINGEXTEND STAB GLASS DOORS AND EXTESLAB I la- PAST BLOCK FACE. CONG1111113MM"MaUMISAN
<br />10. EXTEND SLAB EDGE AT EXTBRIOR, DOORS I IM PAST BEO(X FACE.
<br />ORC145.1$AM-M0NWK ��PSXASPERASTMC47&
<br />4.GROW, IFANY, =h11HA9E3/8'_ If.. SOME NERICIMYSIMM ONW10ER. OWFAMPOWNIVAR AMX_M6%_
<br />270. M AIR CONDMON81COMPRESSORPAD SHAM BE 3%41X4wPLAC=rFM&WALL, TYPICALOR pf".
<br />MORIARJFANY, SEW1 BE T`M.* _0
<br />-2- ous��
<br />6. THE OE? MF6XJNM11W�B1&W'81b" F30ND1Nl3TElEBARINACCOlRD�N10E 13. ALL STONE OJLIWJCK VINEEIR FOOTINGS TO BE 221 WX 10"D W/ 345 REBARS CONTINUOUS.
<br />T Alk, T11 LuarmKIMBOND
<br />40DIAM CO
<br />WITH,2WA OF TM-WD 10-99. 14. ALL FOOTING POR2 STORY T013E 20" WX IV D W/345 REBAR _NTRMOUS.
<br />15. ALL THICZENED SLAB (BELL FOOTS" W/ 2 STORIES 20' W x 2V D W-/ 3- #5 REEIARS
<br />BE"-wMaNnommu SMALL EIS
<br />OUR FRAAM412TIn COMMON NAILS FOR GABLE. (PLACE UPLIFT STRAPS OR ANCIEIIORS AS MAY P MUM PPER COOL) 7. AITAGHPLY T11
<br />W. HERJW WALL OCCURS AT CHANGE IN FLOM M"ATION SHALL BE A MIN.
<br />DMAIMAM&W,Lffs 16. THICKENED SLAB (BELL FOOTING)
<br />A. 4" O.C. ALOM, W CONTINUOUS.
<br />B. 6" OC. AL61114111--11EIII-M OF PLYW
<br />11. PROVE 4" GLAWOUT F(W ATTHEBASBOFWALL To BE PROVIDED BY ;TERED TERMMq)ES.
<br />F4-X
<br />WAia 'TO BE #2 SOUIREIRN YELEAW PM (OR EQUAL
<br />9. ALL WOOD LOADABAMNS
<br />(FB - 12901" 4P W O.C.
<br />10. ALL WOOD cis SRkI.L HAVE A, OF grm PLACED nmWrLyUNDM79EQIRDERAND DOUBLE
<br />WOOD NOTES
<br />PLA M.
<br />ii. pM4&_NbFACTUR0D ROOF TRU9lIllllilS I!GM,B=@WIKACCORDANMWrMT]OBLATEST TPIDESIGN
<br />1.,40RAmW MIDIBERS SHALL BE WOODMEMBERSWITH PROPERTIES EQUAL TO OR B" THAN THOSE GIVEN BY THE SOUTEMN
<br />"A-A.O.L. TO FUMM AM REACTION LOAN FOR DEAD LOADS,
<br />"QUIRAMCLS. TM TRUSS pDM RWWnON BUREAU FOR SURFACED ]DRIED SOUTHERN PINE N0.2 (MINIIMUM ALLOWABLE UENDM STRESS - 129M FOR SINGLE
<br />LIVE LOADS AM VM LOAM. M#A%VpAC� TMW 76*q*& TRUSS LAYOUT AM DETAILS SIGNED BY A FLORIDA
<br />USES AND 1400 PSI FOR REIPRTMVE MEM91IR USEL MODULM OF ELASTIC[TY -Ififtoo
<br />MEIMBEIRS
<br />REGISTENEDIRINE4111110L 2.AULUMBE3L]N=UACTWnENASOMYORCDNCRMMUUIMPMSMMAnD.
<br />12. 11111OR-FIR(DU ANWRACK, DOW CIA119,MANDCOMPONIRMARESUBMITTED
<br />0 -DO R&
<br />.1.1A
<br />mAWM,!1N&B8%AffiLANWAM 3. ALL ROOF RAFTERS AND PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO TEM SUPPORMNG WALL OR BEA��
<br />THORN= 4' -TER SPBCMWAnONS.
<br />WWHTHE_
<br />Al ASNOTED.
<br />ES
<br />13. ALL EKIT-MGRI ORSEMARVALLSEGMENTSWITH WITH HURRICANE CLIPS OR
<br />DM -A -WALL FAMMORGIBMINIff- B%qw A&PW 8 M! I INTS OF THE NA3 X INAL CONCI10M 4. PREFABRICATED WOOD TRUSSES SHALL BE DES]GNW]NA=RD"CZ WITH TBEI ATB T 'OFTHBRdATIONALDESM
<br />NAY Ham. F DMA6ILT IS NOT MR ME BUMMA31i IR40M OF -GUM Lubmw Am ws nsmws As mmmmmow By TAB NIATIMNAL
<br />SPBMCATION FOR TRIESS FOREST PRODUCTS ASSOCIATION.
<br />ACTUAL SHBAR. WALL VLL 10 ff
<br />5. TRUM*ANUFACTERM W#M SUBMIT S"DRAWNGS AM DESIGN NOTE WITH AN SEAL FOR APPROVAL.
<br />14. ALL QW1W Iff" r 5 W 'PO"M I ON IItZDEOF1O AND FILLED GROUT.
<br />--UTOINCL=TMRATW.LMDC"ACrMOFnffl-CONNECTgRSUWTOM3a=TMMEMBM%CMMCAnM
<br />arr%vOF4
<br />01111111111INE" GOISM, W THAN I21WT TOSWM 24*9"
<br />15. CONTRACM TO VBWY ALL M
<br />OF TM CAPACITY'S AM MANUFACI`URES LICENSE JOFABRICATE TRUSSES UTIII. ;THE CONNECTORS SYSTEM POSED.-A
<br />LBHMWEROFIRBCORD.
<br />7. BRMG,M FOR M BY TRUSS MAMMA-URINK ADDITION
<br />ON TO MEMBER SHOW O
<br />LR0CF,DBCKSSHALLI3EV-* PLYWOODOROSSFOR ITIE E MMS, SHINGLE ROOFS AND 5/8" PL FOR CONCRETE OR CLAY
<br />TILE
<br />RJD0FS.USE
<br />8DN&MS AT ALL PANEL EDGES AM 60 SPACM SUIPIPOM. PROVIDEPLY (�LIPS AT
<br />PPOR
<br />9. All WOOD F&M I E DHTAM SHALL ACCORDA4M WE "NATIONAL DERM A
<br />AI%A" zl%"L WOOD CONMUCIRW LATEST
<br />ADMON, NATf 10ML FOREST PRODUCTS SOCIA UNLB33 DBTAII OTEMMONTM
<br />10. ROOF LIVE LOAD - 20 PSF. ROOF DEAD = 20 M
<br />11. GABLE ENDWALLS ADJACENT TO CATHBD aalJN, GS ARE RBQUBkD TO BB CONTINU110M FLOOR TO ROOF DEAPERMAL
<br />12
<br />r3t, -1 4
<br />PLUMBING NOTES
<br />1. PROVIDE PLUMBING FIXTURES, AS SELECTED BY PRACTICAL CONST. WITH ALL TRIM TRAPS, STOP VALVES, SUPPLIES
<br />ANDESCUTCEMONS
<br />2. AIL PLUMBING SHALL BE IS STRICT ACCORDANCE WITH STANDARD PLIRAM 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 Cy V.Q
<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 AIL WATER CLOSETS, LAVATORIES AND MUM SINK INSTALLATIONS.
<br />7. RUN ALL PIPES CONCEALED IN WALL, FLOORS, ABOVE CEMDM OR BELOW GRADE.
<br />8. VERIFY ALL ROUGH IN RBQUIRBitIBr1T3 WITH THE FDnVRBS THAT ARE SELECTED.
<br />9. COORDINATE ALL WORK WITH TRADES.
<br />10. PROVIDE FULL SIZE PIPING FROM HOT WATER PAT WAIVE TO EXTERIOR.
<br />11. WATER PHWG RUN THROUGH CONCRETE OR MASONRY SHALL BE WRAPPED WITH 104WL VIM PLUMBING TAPIL
<br />12. HOT WATER PUTM SHALL BE UMLATED IN ACCORDANCE WITH COUNTY WIDE ENERGY CODEL
<br />13.40 GALLON WATER HEATER.
<br />14. TANK TYPE WATER CLOSET VOLUME 1.5 GALLONS.
<br />15. WATMt-FLOW RATE. SHOWER HEADS 2.5 GPM PRIVATE FACHITES 2.2B GPM
<br />16 PLUMBERS MUST USE A METAL, OR PLASTIC MATERIAL TO BOX OUT AREAS IN CONCRETE WHERE DRAINS ARE TO BE INSTALLED.
<br />17. THERMAL ENPANSION PROTEC710NIS REQUIRED WHEN THE WATER SERVICE IS EQUIPPEIII)WITHABACKFIMM DEV4.X
<br />18. ALL BACKFLOWN PREVENTION DEVICES ARE REQUIRED TO BE TE91111D AND TEST RESULTS SUBMITTED TO 1W BUILDING DIEPART"IT
<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,, ABMVE 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 />2. BUILDER WELL COMPLY WITH ALL BUILDING CODES BOTH STATE AND LOCAL, AND COMPLY WITH A�L LOCAL AUTEKk
<br />HAVM JURISDICTION
<br />3 1T IS TEE CONTRACTORS SOLE RESPONSMH= To DETERMINE ERECTION PROCEDURE AND SEQUEINCE To REM TSB _$VIM OF THEI
<br />BUILDING AND COMPONENT PARTS DURING ERECTION THIS INCLUDES BUT IS NOT LBUIW TO THEI AID*ON WHATEVERRAgY
<br />BRACING, GUYS, OR THE DOWNS THAT MAY BE NECESSARY. SUCH MATERIAL SHALL BE REMOVED AND MUM REWATN
<br />OF THE CONTRACTOR AFTER COMPLETION OF THEI PROJECT.
<br />4. ALL DIMENSIONS AM ELEVATIONS SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE VERW= AND SHALL CONFORM
<br />TATHE
<br />ARCHITECTURAL DRAWINCK
<br />5. NAIL AND GLUE BUCKS, THE WOOD BETWEEN THE DOCRIUM AND THE WALL
<br />6. THE mumom - STRIPS BETWEEN A SERIES OF VIINDOWS - MUST BE CERTEM To WITHSTAND TEE DESE&M WIND CAPACITY.
<br />7. WINDOWS AND MASS DOORS MUST MEET THE IMPACT SrAmARDS. WINDOW'MFM MUST, HAVE LABEI:S ATTACHED LISTING,
<br />MANUFACTURER, PERFORMANCE CHARACTERISTICS AND CERTIFICATION THAT THEY HAVE BEEN TESTED, LABELS MUST STAYS
<br />THE FINAL INSPECTION. UNMI
<br />8. WALL MDM, INCLUDING BRICK FACING, PAINTED BLOCK, OR STUCCO, MUST END 6 INCHEISABOVE TwGROUND TO ALLOW FOR
<br />TERMITE INSPECTIONS. TES, CONTRAMOR. CAN PAW THE INCH
<br />DIRECTLY TO THE FOUNDAVEON WALL
<br />9. ANY GLAZING WITHIN 360] iOVAWALLY AND BELOW 60"OF THE STANDING SURFACE OF BATHTUB, SH0WBItSFAETQ, SHALL BE
<br />SAFETY CLAM.
<br />10. BATHROOM VENTILATION MUST BE MECEINICALLY EXHAUSTED TO BEJJIIDIW EXTERIOR.
<br />11. EQUIPMENT I)ISCONINECTMUST EIRWITHIN am
<br />11 TEE EQUIPMENT SERVICE PANEL MUST BE LOCATED WITHIN 6-0- OF ATTIC ACCESS IF THE AIR RANDLERIWIS IN THE ATTIC.
<br />13. A FLOAT SWITCH TO SHUT DOWN THEI UNIT OR OTHER APPROVED DEVICE To ALERT THE
<br />EKXMIEOWNERTHinfflCONDENSATION
<br />DRAIN IS STOPPED UP MUST BE INSTALLED IF THE AIR HANDLER UNIT IS IN THE ATTIC.
<br />16. AIL MECHANICAL EQUHNENT INCLUDINO.A/C CONDENS6ft3, POOL FILTERS AND POOL HEATERS SEL41L BRE
<br />OEICURED TO RESIST
<br />LOCATION VIM LOADS. 117
<br />MASONRY
<br />MASONRY/CONCRETE NOTES 163� 3'1 �b pi
<br />NOTES:
<br />F3
<br />L ALL MASONRY IS TO BE 8' HOLLOW UNITS SHALL CONFORM TO ASTM C90, TYPE N4 WITH A MNINIMUM COMPRESSIVE STRENGTH
<br />OF 1000 PSL ;T4
<br />2. MORTAR SHALL CONFORM TO ASTM C476, TYPE PL, WITH A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSL #J
<br />CONCRETE NOTES;
<br />1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3WO PSI AT 29 DAYS,
<br />2. ALL REINFORCING STEEL TOME NBW DOMESTIC DffirOR11dED BILLET STEMi. CONFORM]NO TO ASTM A-615 GRADE40 EUMPT THAT
<br />TIES MAY BE DOMESTIC SUM CONFORAEM TO ASTM A-615 GRADE 40.
<br />3. WELDED WIRE FABRIC SHALL CONFORM TO A485.
<br />4. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL 0PENINGSSLEEV]3SANCH[OR BOLTSJNSERTWC. AS REQUIRED BY-01HER TRADES
<br />BEFORE CONCRETE IS PLACED NO S!"MO11PENINGS, PR INBSEIRTS MAYBE PLACID IN BEAMS OR SLAW UNLESS APPROMBYTSB
<br />ARCHITECT AND SHOWN ON SHOP DIRAXIINM
<br />5. ALL RE24FORCM DETAILS TO CONFORM TO 9MIANUEL OF STANDARD PRACTICE FOR DRIAIL111MRINNFORCED-OONCRETE
<br />ACI 315, UNLESS DETAILED MUM" TAIR ON STRUCTURAL DRAVANGS.
<br />6.PROVIDE SPAaM%CHAMSJMTSXMASRBQUMEDTO SSEMBIAX AND SUPPORT ALL REINFORaM IN PLACEL
<br />7. PROVIDE CORNER BARS FORALL FOGTR*&
<br />S. ALL FOOTING DOWEL BARS OHAIAL HAVE A STANDARD 90 DEGM BEND AM SHALL BE EMBEDDED 5 INCHES INTO.IN�H FO 1 0
<br />i - IINGS
<br />AND A hEINIlMUM OF 6 INCHES INTO ALL THE OTHERS. DOWEL BARS LAP VERTICAL WALL REINFORCEMENT AAMMEMILIM 4F 25
<br />9. GABLE ENDWALLS ADJACENT TO CATHEDRAL CEIZLIINGS ARE REQUIRED TO BE CONTINUOUS FROM FLOOR TO ROOF
<br />............................ - ---- . .......................... ... . . ..... - - - - - ----- - ---------------- - ---- . . .................... - ..........
<br />
|