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(3P-NrR ,AL NO TF-9:
<br />THIS BUILDING HAS BEEN DESIGNED TO CONFORM TO THE 2001 FLORIDA BUILDING CODE
<br />AND 2009 5UPPLEMENI5
<br />T.L, HANSON 4 A5SCCIATE5 A REGSTEREED LICENSED, FLORIDA PROFESSIONAL
<br />ENGINEERING COMPANY: NA5 APPLIED " RATIONAL ANAL- "815" FOR THE SIRUCTURAL
<br />DESIGN OF THIS STRUCP,RE
<br />THE BUILDING ( INCLUDING ALL C- OIiPCNEN15 AND CLADDINGS SHALL BE DESIGNED FOR THE
<br />FOLLOWING SUPERIMPOSED LOADS
<br />FLOORS:
<br />LIVE LOADS 40 P.S.F,
<br />DEAD LOADS - 10 P.S,F,
<br />GARAGE SLAB:
<br />LIVE LOADS - 50 P.6,F,
<br />DEAD LOADS - 10 P.5.F.
<br />ROOF
<br />LIVE LCADS (TRIJ6a TOP CORD) - 20
<br />DEAD LOADS (TRUSS TOP CORD) - 10 P.5.F,
<br />DEAD LOAD (IRL166 50TTOM CORD) - C
<br />A55Ui'+ED IRU55 SELF WEIGHT ( DEAD LOAD) - 1 P.5.F,
<br />WIND DESIGN A55UMPTIONB:
<br />COMPLIES WiTH SECTION IC-O9 F.B.G.
<br />WIND SPEED 120 MPH
<br />BUILDING EXPOSURE - B
<br />BUILDING IMPORTANCE FACTOR - 1.0
<br />MEAN RCCF HEIGHT 30' OR LE65
<br />HEIGHT 4 EXPOSURE ADJU81'MENT5 COEFFICIENT • 1,0
<br />ENCLOSED BUILDING
<br />INTERNAL PRE66URE COEFFICIENT - + / - 0.18
<br />COMPONETS 4 CLADDING F5F ROOF - 14.9/ -50,1 WALL - 25,9/ -34,1
<br />OVER HANG • -61,2
<br />801L BEARING 4 COMPACTION:
<br />THESE PLANS WERE DRAWN BASED UPON AN ALLOWABLE SOIL BEARING CAPACITY OF
<br />2000 P.5.F.( MINIMUM ) THE CONTRACTCR/PROPERTY OWNER IS RESPONSIBLE FOR VER;FT'ING
<br />THAT THE SOiL ON THE SITE 16 PROPERLY PREPARED AND COMPACTED 5Ue- -4 THAT IT CAN
<br />SUPPORT A 2000 P.$.F, FOUNDATION LOADING
<br />T.L. HANSON 4 A$60CIATES A REGISTERED LICENSED FLORIDA PROFE66ICNAL
<br />ENGINEERING COMPANY, DESIGNED THESE FOUNDATIONS WITHOUT VISITING THE CONSTRUCTION
<br />811E NOR PERFCRMING ANY SOIL TESTING
<br />T.L. HANSON t 45SCCIATE5 SHALL NCT BE RE6PCN61BLE FCR THE SITE 501L ABILITY TO SUPPORT
<br />THE BUILDING LOADS
<br />FOUNDATION ! SLAB - ON- GRADE NOTES :
<br />BUILDING SITE SHALL BE SCRAPED TO REMOVE ALL ORGANIC MATERIALS:.
<br />ANY ADDITIONAL FiLL PLACED ON THE BUILDING PAD AREA, $HALL BE COMPACTED
<br />SUCH THAT IT CAN ADEOUAIFLY SUPPORT A 2000 P.5.F, FOUNDATION LOADING, SLAB
<br />6HAJ -L BE PLACE OVER A 6 MiL VAPOR BARRIER ON CLEAN ADE'.,i+.IATELY CCMPACTED
<br />AND TERMITE POISONED SOIL
<br />CONCRETE UT!UZED IN THE FOUNDATION AND 6LA5$ SHALL HAVE A MINIMUM 28 DAY
<br />COMPRESSIVE STRENGTH OF 3000 P.B,F,
<br />REINFORCING STEEL SHALL BE GRADE 40 M411UM AND !DENiIFIED IN ACCORDANCE
<br />WiT14 451M A -615, LAP SPLICES, WI-IERE REQUIRED SHALL BE A MINIMUM OF 25" FCR
<br />"5 REBAR , 30" FOR "6 REBAR t 35" FOR •1 REBAR
<br />PLAN$ ARE ENGINEERED FOR A MAXIMUM 51EMWALL HEIGHT OF 4 COURSER l AFTER
<br />FINAL 611E GRADIN(^s) THE CONTRACTOR OR BUILDING OWNER SHALL DEIERi TINE THE
<br />EXACT STEMW'ALL HEIGHT BAS= UPON SITE CONDITIONS PRIOR TO POURING THE FOUNDATION
<br />ATJD CONTACT ENGINEER WHEN MORE THAN 4 COURSE ARE REQUIRED
<br />A FOUNDATION SURVEY SHALL BE FERFORMED AND A COPY OF THE SURVEY SHALL_ BE 011 61TE
<br />FOR THE BUILDING INSPECTORS USE , OR ALL PROPERTY MARKERS 6HALL BE EXPG6ED AND A
<br />STRING 5TRECTED FROM MARKER TO MARKER TO VERIFY RE�=RED SET BACK$
<br />MASONRY WALLS-
<br />CONCRETE MASCNRY U14IT SHALL BE HOLLOW UNIT MASONRY IN ACCORDANCE WiTH A6TM C -90
<br />AND SHALL HAVE MINIMUM F'l'1 OF 1500
<br />MORTAR 6HALL CONFORM TO ASTT1C -210 AND SHALL BE EITHER TYPE M OR 5
<br />REINFORCING STEEL SHALL BE GRADE 40 MiNIMUM AND !DENTIFIED IN ACCORDANCE
<br />WiTH A5TMA -615, LAP 6f'LICE6 WHERE REQUIRED SHALL BE .4 MINIMUM OF 25" FOR -, REBAR
<br />30" FOR 06 REBAR AND 35" FOR 01 REBAR,
<br />GROUT FOR THE POURED CELLS AND LINTEL$ 6HALL HAVE A MAXIMUM COURSE AGGREGAIE SIZE
<br />OF 3i8" PLACED AT 8 TO 11 INCH SLUMP AND HAVE A MINIMUM 28 DAY COMF'RES6IVE STRENGTH OF
<br />2000 P.5,1. ( WHEN TE81ED PER A51M C -ICI9 )
<br />FRCVIDE CLEAN OUT OPENINGS ( 12 50, IN, ) IN CELLS CONTAINING SPLICED REINFORCEMENT, WHEN
<br />THE GROUT POUR EXCEEDS 5 FEET IN HEIGHT
<br />TIMBER MAIERIAL6:
<br />INTERICR 811.ID WALLS TO BE OF 2 X 4 02 SPRUCE OR BETTER WITH SiNGLE 2 X 4 P.T.
<br />PINE BOTTOM PLATE AND SINGLE 2 X 4 12 SPRUCE TOP PLATE WITH STUDS SPACED
<br />MAXIMUM 24" OC, WALLS TO HAVE I/2" GYPSUM BOARD EACH SIDE,
<br />ALL PLUMBING, ELECTRICAL AND MECHANICAL ROUGH IN$ MUST BE COMPLETE, INSFECTED AND APPROVED
<br />PRIOR TO REOUE$TING T14E FRAMING INSPECTION.
<br />SOIL TERMITE TRF�Tt1ENT:
<br />TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDE5, INCLUDING PESTICIDES
<br />APPLIED TO SOIL. CR WOOD, BATING SYSTEM5, OR OTHER APPROVED PROTECTION LABELED FOR
<br />USE AS PREVENTATIVE TREATMENT TO NEW CONSTRUCTION,
<br />A CERTIFICATE OF COMPLIANCE" 6HALL BE TO THE BUILDING DEPARTMENT BY A LICENSED
<br />PE8T CONTROL COMPANY BEFORE A " CERTIFICATE OF OCCUPANCY WILL BE ISSUED, THE CERTIFICATE
<br />SHALL STATE; (PER FBC)
<br />THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF 6UBIERRANEAN
<br />TERMITES, TPE TREATMENT 1.13 INACCCRDANGE IXITH THE RULES AND LAWS OF THE FLORIDA DEPARTMENT
<br />OF AGRICULTURE AND CONSUMERS SERVICES
<br />INITIAL SOIL POISONING 7T'REATMENT 614ALL BE DONE AFTER ALL EXCAVATION
<br />BACKFIIJ ING 4 COMPACTION ARE COMPLETE ( PER FBC)
<br />ATTACH MINIMUM 3/4" P "T, BUCK
<br />STRIP THAT 15 THE MINIMUM WIDTH
<br />OF DOOR FRAME USING .09•TXI 3/8"
<br />T- NAILS MAXIMUM 10" CC,
<br />LIN
<br />ANY SOIL D151URBED AFTER THE INITIAL 1REATT -IENT 64 -TALL P_•E RE- TREATED
<br />INCLUDING ANY BOX OR FORMED AREAS (PER rtBC)
<br />BOXED AREA IN THE --CN C;REIE 5LAP3 FOR INSTALLATION OF TRAPS $144L.L ESE MADE
<br />WITH PERMANENT METAL OR PLASTIC FOR`1$, PERMANENT FORMS MUST BE OF AN
<br />ADEQUAIE SIZE 4 DEPTH TO ELIMINATE ANY D15TU'RBANCE CF THE 5CIL AFTER THE
<br />INITIAL TREATMENT ( PER FBC)
<br />A MIN!ttUM 6 MILL VAPOR BARRIER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL
<br />DILUTION IF RAINFALL OCCURS BEFORE VAPOR BARRIER PLACEMENT, RE TREATMENT SHALL
<br />BE REQUIRED (PER FBC)
<br />ANY CONCRETE OYERFOUR , MORTAR OR STUCCO MATERIALS ALONG THE FOUTC)AT10N
<br />PERIMETER MUST BE REMOVED PRIOR TO EXTERIOR 5CIL IREAIMENT. ( FER FBC)
<br />EXTERIOR SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE
<br />WITHIN 12" OF T1-'E 51RUCTURE SIDE WALLS (PER F13C)
<br />AN EtIERIOR YERIICAL CHEMiCAL BARRIER SHALL BE INSTALLED AFTER CONSTRUCTION 15
<br />COMPLETE ( INCLUDING LANDSCAPING AND IRRIGATION) ANY SOIL D18TUR5ED AFTER THE
<br />VERTICAL BARR ER 16 AFPLIED, SHALL BE REiREAiED (PER F5C)
<br />CONDENSATE AND ROOF DOWN SPOUTS DISCHARGE AT LEAST 12" AWAY FROM T14E BUILDING
<br />SIDE WAIL5 (PER FBC)
<br />.AFTER ALL WORK 15 COMPLETE ANY L006E WOOD AND FILL NTU$T BE RET -i0YED FROM
<br />BELOW AND WITH IN 12" OF THE BUILDING. THIS 5 +4ALL INCLUDE ALL GRADE STAKES TLIB
<br />TRAP BOXES, FORMS, 6HORiNG AND ANY OTHER CELLULOSE CONTAINING MATERIALS
<br />PER (FBC-)
<br />THE DISTANCE FROM THE EXTERIOR WALL COVERING ( EXCEPTIONS: PAINT AND DECORATIVE
<br />CEMENTITIOU$ FINISH LESS THAN 5/9' THICK ADHERED DIRECTLY ONTO T14E FOUNIDATiON WALL)
<br />AND FINAL EARTH GRADE 644ALl_ NOT BE LESS THAN 6" TO ALLOW ;--OR IN6PECIICN FCR FUTURE
<br />TERMITE INFESTATIONS (PER FBC)
<br />EX ERROR WINDOW 4 DOORS:
<br />ALL EtTERICR WINDOWS 4 C-rLA58 DOORS OR ENTRANCE DOOR SHALL BE TE61ED IN ACCORDANCE WI711
<br />AN61 /AMMA/NW''WDA 101/152 STANDARD AND BEAR AN AMMA OR IWDMA LABEL. IDENTIFYING THE MANUFACTURE
<br />FERFCRMANCE CHARACTERISTICS AND APPROVED PRODW T TESTING ENTITY
<br />ALL 11ULLION5 AND ADJACENT DOOR/WINDOW ASSEMBLIES SHALL BE TEST OR ENGINEERED TO TRANSFER
<br />1.5 TIMES THE DE61GN LCA05 TO THE RCIUG14 OPENING SUB5TRAIE
<br />INSTALL ALL WINDOW'S 414D DOOR 466EME.LIE6 PER THE MANUFACTURE ANCI40RING RECOMMENDA T iCNS
<br />TO ACHIEVE T14E DESIGN FRE66URES SPECIFIED
<br />ELEC11RiC:AL, PLUMBING, t MECHANICAL:
<br />IN ACCORDANCE WiT14 CHAPTER 411,003 (2) (1) OF THE FLORIDA ADMIN161RATI' ✓E CODE: ELECTRICAL
<br />PLUMBING AND MECHANICAL 5 -$1EM$ 60ALL BE DENGN'ED BY THE RESPECTIVE CONTRACTOR TO
<br />MEET ALL APPLICABLE CODES. THE ELECTRICAL, PLUMBING AND MECHANICAL 5'i SIEMS DRAWN HERON
<br />ARE BASE UPON A DESIGN PRCVIDED BY THE OWNER TO ADDRESS His /HER REQUIREMENTS,
<br />ALL ELECTRICAL OUTLE15 IN 5ATHRCOM5, rITCHEN, (WITHIN 6' FEET CR 51N<8), GARAGE AND AT
<br />EXI'ERICR LOCATIONS SHALL BE WIRED INTO A GROUND FAULT INIERRUPIER "GPI" CIRCUIT
<br />ALL ELECTRICAL CUTLET5 IN BEDRCOMS 4 FIXTURES SHALL BE WIRED INTO AN ARC -FAULT INIERRUPIER
<br />"API" CIRCUIT
<br />SMOKE DETECTORS SHALL BE PLACE IN EACH BEDROOM AND IN HALL UJAY AREAS ADJACENT
<br />TO BEDROOM AND CT14ER LIVING AREAS
<br />GROUND WIRE FCRM REBAR TO ELECTRICAL PANEL PER N.E.C.
<br />&AFETY GLAZING:
<br />THE FOLLOWING 614ALL BE CONSIDERED SPECIFIC HAZARDO+.IS LOCATION FOR THE PURPOSE OF
<br />GLAZING
<br />(1) GLAZING IN OWING DOORS, FIXED AND SLIDING PANEL OF 6LID!N5 DOORS
<br />ASSEMBLIES
<br />(2) GLAZING IN DOCR6 AND ENCLOSURES FOR RIOT TU55, WHIRLPOOLS, SAUNLA$, 5TE,AM
<br />ROCI -15, BATHTUBS AND 6140WER5, GLAZING IN ANY PORTION OF A BUILDING WALT
<br />ENCLOSING THESE COMPARII iENT$ WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS
<br />THAN 6p" ABOVE THE GRAIN INLET
<br />(3) GLAZiNG IN INDIVIDUAL FIXED CR Cf ErV E l.E PANEL ADJACENT A DOOR WHERE
<br />THE NEAREST VERTICAL EDGE 15 +WITHIN A 24" RADIUS OF THE DOOR IN A OLC6ED
<br />POSITION AND WHO5E BOTTOM EDGE 18 LESS THAN 60" ABO""F- THE FINISH FLOOR OR
<br />WALKING eURFACE
<br />(4) GLAZING IN AN INDIVIDUAL FIX p OR OPER -IBL£ PANEL_ CTHER THAN THOSE LOCATIONS
<br />DESCRIBED IN (TENS (2) AND (3) ABOVE . TI4AT MEETS ALL OF THE FOLLOWING
<br />(A) EXFCEED AREA OF AN IN(DIYIDUAL PANE GREATER THAN S 50. FT,
<br />(B) BOTTOM EDGE LE65 THAN 0" ABOVE 'THE FLOOR
<br />(C) TOP EDGE GREATER THAN 36" ABOVE THE FLOOR
<br />(D) ONE OR MORE WALKING SURFACES WITHIN 36" HORIZONTALLY
<br />OF THE PLANE OF TIME GLAZING
<br />DRAFT&TOFFING:
<br />IN 51NGLF- FAMILY DWELLINGS, DRAFT5TCPPINGS SHALL BE PRCVIDED ( PARALLEL TO THE MAIN
<br />FRAT-iING MEi IBERg) IN FLOOR / CEILING 456EMBLIE$ SEPARATING U6E45LE SPACES, DRAFT5TOPrING
<br />SHALL BE CON51RUCTED SUCH THAT THE FLOOR / CEILING AS6ET 1BLEY 18 BROIGFN UP INTO TWO OR MORE
<br />APPROXIMAIED AREAS WiTH NO AREA GREATER THAN 1000 60.FT.
<br />ATTIC ACCESS:
<br />ATTIC ACCE66 614ALL BE PROVIDED TO ATTIC AREAS EXCEEDING 30 $0, FT. AND HAVING
<br />MINIi,TUM 30 INCHES OF VERTICAL FIEIGHT, ROUGH FRAt IED OPENING NOT BE LEO$ THAN 22"X30"
<br />INCHES, WHEN MECHANICAL EQUIPMENT IS LOCATED IN THE ATTIC IT 5NALL BE INSTALLED IN
<br />ACCORDANCE WITH 2004 FLORIDA BUILDING CODE RESIDENTIAL - 6ECTiON M1305.1.3
<br />SECURING PREHUNG TO BUCK 51RIF6
<br />PER YOUR MANUFACTURES INSTRUCTIONS
<br />TO MEET WIND LOADS AND COMPRESSIONS
<br />RATINGS FOR YOUR JOB LOCATION, ALL
<br />ANCHOR SCREWS MUST PENEETRATE BLOCK
<br />WALL A MINIMUM OF 1 1/4" AND THERE SHALL
<br />BE A MAXIt"1Ut"i 1/4" SPACE BETWEEN i'3UCK
<br />AND DOOR JAMES
<br />._._j _
<br />CAULK DOOR FRAME PER YOUR
<br />MANUFACTURES RECOMMENDATIONS
<br />I --
<br />1
<br />LOCK DOOR , TTACHII Ni r) .rAIL
<br />THE CLIENT UNDERSTANDS THAT 114E DESIGNER CARRIES NO LIABILITY INSURANCE AND THFREFORE
<br />AGREES TO HOLD HARMLESS, !DEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, L086E$ AND
<br />EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE
<br />FROJEC:T, THE DESIGNER WILL lid GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION
<br />DRAWINGS, BU7 IN THE EVENT ERRORS OCCUR T}-IE DESIGNER (WILL NOT Bt LIABLE FCR COST OF
<br />RF_PAIRS G`R DELA'Y TU THE GUNSIR'UCTiOty
<br />ATTACH MINIMUM 3/4" P.T. BUCK STRIP
<br />THAT IS THE MINIMUM WIDT14 OF YOUR
<br />WINDOW FRAME USING .091 X 1 3/8"
<br />T- NAILS MAXIMUM 10" Or
<br />CAULKED WINDOW PER YC
<br />WINDOW M NUFAC'TUt ES S
<br />RECOMMENDATIONS TO t't
<br />LOAD AND COMFIR5.56ION
<br />FOR YOUR JOE3 LOCATION
<br />EXISTING ROOF TRUSS SYSTEM
<br />ADD MINIMUM R -22
<br />INSULATION IN ATTIC
<br />AREAS
<br />1/2" CEILING TYPE GYPSUM BOARD
<br />SINGLE COAR6E LINTEL BLOCK AT TOP WITH
<br />(1) 05 REBAR TIED TO ALL VERTICAL RODS
<br />3/4" P,T, FURING AND 3/4" TUFF R
<br />INSULATION BOARD (R 4,5) ATTACHED
<br />TO INTERIOR OF BLOCK W4LL5
<br />POUR 3000 PSI CONCRETE WITH FIBERi`lE°
<br />OVER TOP OF EXISTING SLAB 70 RAISE THE
<br />ELEVATION TO MATCH EX15TING BUILDING
<br />TEt`(FORARY SUPPORT ROOF AND REMOVE EXITING SLAB
<br />BEAMS AND COLUMNS, THEN LAY NEW BLOCK
<br />WALL 53ELCLU TRU56E5
<br />3`" X 8" X '.6" KNOCK OUT BLOCK
<br />,,OP COARSE WiI'N 1 05 HORIZONTAL
<br />II-- II R ?ESAR TIED TC ALL VERTICAL ROD5
<br />0
<br />8" PRECAST LINTEL BLOCK
<br />S OVER ALL OFENTJGS. I EACH
<br />'O: 1!5 REBAR IN THIS COARSE WHEN
<br />SPAN OF LINTEL OVER 5'2"
<br />5TANDARD, f--RECAST DETAIL
<br />SECURING WINDOW TO BUCK STRIPS PE1R
<br />YOUR MANUFACTURES INSTRUCTION TO M55r
<br />WIND LOAD AND COMPRESSION RATINGS FOR
<br />YOUR JOE3 LOCATION. ALL ANCHOR SCREW5
<br />MUST PENETRATE BLOCK WALL A MINIMUM OF
<br />1 1/4" AND Th4Ef�E SHALL BE A MAXIMUM 1/4"
<br />SPACE Bi=TWFEEN BUCK AND WINDOW FRAMIr
<br />E3LO(.';K l.JINDOLU A "rTACHhlENT DETAIL
<br />t
<br />CUT WALL SECTION DETAIL
<br />NOT TO 6CALE
<br />DRILL 1 "X6" HOLE INTO EXISTING WALLS 2
<br />AND EPDXY 05 REBAR FROM NEW BLOGf
<br />INTO EXISTING BLOCK WALL, REBAR TO
<br />LONG WITH 6" INTO EXISTING WALL 6" IN I
<br />BLOCK WALL
<br />VERTiCAL REBAR E.PDXIa,-
<br />SLAB BEFORE POURING CONCRETE CAP
<br />USE (1) SIMPSON HETA20 STRAP AT EACH
<br />TRUSS LOCATION POURED IN PLACE, FILL
<br />ALL NAIL HOLES TO TRUSS WITH IODXi 1/211
<br />NAILS ( FL "11413 )
<br />S" PRECAST LINTEL OVER
<br />ALL WINDOW AND DOOR
<br />OPENINGS
<br />DECORATIVE CEMENTITIOUS
<br />FINISH TO MATCH EXISTING
<br />BUILDING
<br />DRILL INTO EXISTING 6L45 AND EPDXY 05
<br />VERTICAL REBAR AT ALL CORNERS, EACH
<br />SIDE OF OPENINGS AND &PACED MAXIMUM
<br />8'O" CC TO TOP Cr- WALL
<br />DRILL 1" X 6" HOLE INTO EXISTING BOND BEAM
<br />AND EPDXY 005- RE1:3AR FROM NEW BOND BEAM
<br />INTO EXISTING BOND BEAM.
<br />NEW BLOCK WALL TO rzxianNG WALL DrETAL
<br />NOW TO SCALE
<br />T 'TOP AN
<br />OD IN BEMEEN
<br />I HF -REBY CERTIFY -FIAT I HAVE REVIEWED THE ATTACHED
<br />DESIGN& AND FOUND IT TO BE iN COTPLIANCE WITH CHAPTER
<br />I6, 59--TICN i609 OF THE FLORIDA BUILDING CODE FOR 120 MPH
<br />(3 5ECONV GUST) WIND ZONE - 100 MPH FASTEST SPEED AND THE
<br />ENTIRE 2001 FLORIDA BUILDING CCoM AND ALL 2009 5UPPLEMENT5
<br />_ 8 I
<br />T.L, HAN50N P.E. LICENSE NO, S8G54
<br />P.O, 5OX 1128, DADS CITY, FL 33526
<br />
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