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DRILL a" INTO E:xISTING BLOCK
<br />WALL AND EPDXY 0 5 REBAR
<br />AS SHOWN TIED It
<br />V 0 11 V 11 4 11 V
<br />SECTION DETAIL A
<br />NO SCALE
<br />EXIS_
<br />EXISTING PRECAST LINTEL BEARIN4
<br />BELOW BOTTOM CORD OF ROOF TF
<br />6UPPORTED AT EACH END BY BLC
<br />WALL
<br />EXISTING S DETAIL a --( >
<br />NO SCALE
<br />THE6E PLAN HAVE BEEN DESIGNED TO CONFORM TO THE 2001 FLORIDA BUILDING CODE
<br />AND 200s SUPPLEMENTS
<br />T.L. HANSON 4 ASSOCIATES A REGISTERED LICENSED, FLORIDA PROFESSIONAL
<br />ENGINEERING COMPANY HAD APPLIED " RATIONAL ANALYSIS" FOR THE STRUCTURAL
<br />DESIGN OF THIS STRUCTURE
<br />SLAB,
<br />LIVE LOADS - 50 P.B.F.
<br />DEAD LOADS - 10 P.S.F.
<br />ROOF,
<br />LIVE LOADS (TRUSS TOP CORD) - 20 P.B.F.
<br />DEAD LOADS (TRUSS TOP CORD) - 10 P.B.F.
<br />DEAD LOAD (TRUSS BOTTOM CORD) - 10 P.B.F.
<br />ASSUMED TRUSS SELF WEIGHT ( DEAD LOAD) - 1 P.D,F,
<br />WIND DESIGN ASSUMPTION$,
<br />COMPLIES WITH SECTION 1609 R5.0,
<br />WIND SPEED 120 MPH
<br />BUILDING EXPOSURE - 5
<br />BUILDING IMPORTANCE FACTOR - 1.0
<br />MEAN ROOF HEIGHT 30' OR LESS
<br />HEIGHT 4 EXPOSURE ADJUSTMENTS COEFFICIENT - 1.0
<br />ENCLOSED BUILDING
<br />INTERNAL PRESSURE COEFFICIENT . / - 0.18
<br />COMPONETB 4 CLADDING POF ROOF . 14.9/ -50.1 WALL • 25.9/-34,1
<br />OVER HANG - -81.2
<br />SOIL BEARING 4 COMPACTION=
<br />THE6E PLANS WERE DRAWN BA6ED UPON AN ALLOWABLE &OIL SEARING CAPACITY OF
<br />2000 P.D.F,( MINIMUM ) THE CONTRACTOR/PROPERTY OWNER IS RESPONSIBLE FOR VERIFYING
<br />THAT THE SOIL ON THE SITE 18 PROPERLY PREPARED AND COMPACTED SUCH THAT IT CAN
<br />SUPPORT A 2000 P.B.F. FOUNDATION LOADING
<br />T.L MAN50H 4 ASSOCIATES A REGISTERED LICEN6ED FLORIDA PROFESSIONAL
<br />ENGINEERING COMPANY DESIGNED THE8E FOUNDATIONS WITHOUT VISITING THE CONSTRUCTION
<br />61TE NOR PERFORMING ANY $OIL TESTING
<br />T.L. HANSON 4 ASSOCIATED 6HALL NOT 5E RE6PON615LE FOR THE SITE SOIL ABILITY TO SUPPORT
<br />THE BUILDING LOADS
<br />THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIA131LITY IN6URANCE AND THEREFORE
<br />AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND
<br />EXPENSE$ (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE
<br />PROJECT, THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION
<br />DRAWINGS, DUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF
<br />REPAIRS OR DELAY TO THE CONSTRUCTION
<br />15" a"
<br />SECTION DETAIL A
<br />NO SCALE
<br />EXISTING ROOF TRUSS
<br />USE SIMPSON U24 HANGERS AT EACH SIDE
<br />OF LVL TO ATTACH BOTTOM CORD OF TRUSS
<br />TO BEAM, FILL NAIL HOLES W11 H 100 X 1 1/2"
<br />NAILS '
<br />I
<br />CUT BOTTOM CORD OF TRUSS AND
<br />UPSET ON TOP OF WALL A (2) PLY
<br />1,15 "XII 1/8" LVL BEAM
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<br />CANTILEVER ROOF OVERHANG
<br />— — — — — — — — — — — — [Q — �
<br />---- - - - - -- EXISTING LINTEL - - - -- - - -- ----- - - - - -- EXISTING LINTEL --------------- -
<br />CUT AWAY AND REMOVE EXISTING LINTEL,
<br />va
<br />EXISTING BLOCK WALL
<br />EXISITNG EXISITNG
<br />CAR WASH BAY Ni CAR WASH BAY
<br />to
<br />---- CUT AWAY AND REMOVE EXISTING LINTEL,
<br />----- - - - - -- EXISTING LINTEL - - - -- - ------ - - - - -- EXISTING LINTEL ----------------
<br />— — — — — — — — — — — — — — — — –
<br />Ul
<br />NEW 10'4" B" BLOCK WALLS
<br />3112:3NI117ED PLAN(S)11, YL BEEN REVI;rW
<br />}?Y ZEPIIYRHILLS F1R H OF` F
<br />:ate: t
<br />please be advised this review of plans submitted is 3
<br />Wwy reAw to assist the contractor in C with
<br />applicable fire safety codes. This review is not inter"
<br />to be a final approval of t' a submitted plans. It is the
<br />contractor's $019 responsibikty to ensure that the plans are iA
<br />comp% 4ant-0 with W applicab a NFPA Dot s and
<br />local or&ance3, in the e"rot that tujij' er exat` m tx3n or
<br />site inspr.�ction reveals areas of non- atria". it all be
<br />N oontractds.sole fesponsibility, at their sots exi . ISO tO
<br />Tl4e City assl� �
<br />FLOOR PLAN 1/4 = V 0
<br />bring Qt wareas1n wily , lance. j- --------------- -
<br />EXISTING LINTEL
<br />feWsibirty for the oonuacvs failure to be in w a! -
<br />with an applicable NFPA Codes and"0411 -
<br />SECURE LVL TO TOP OF BLOCK WALL AT EACH
<br />END WITH (1) 8IMP60N H05 HOLD DOWN WITH 5/8"
<br />BOLT SIZE X 6" LONG REDHEAD EXPANSION BOLT
<br />IN UAILL AND (2) 3/4" THRU BOLTS IN BEAM
<br />r ----- I --------------------
<br />i
<br />NEW SECTION DETAIL �
<br />NO SCALE
<br />GENERAL NOTES:
<br />FOUNDATION l SLAB - ON- GRADE NOTE6 :
<br />BUILDING SITE SHALL BE SCRAPED TO REMOVE ALL ORGANIC MATERIALS,,
<br />ANY ADDITIONAL FILL PLACED ON THE BUILDING PAD AREA, SHALL BE COMPACTED
<br />SUCH THAT. IT.CAN ADEQUATELY SUPPORT A 2000 P.B.F. FOUNDATION LOADING. SLAB
<br />SHALL Sr PLACE OVER A 6 MIL VAPOR BARRIER ON CLEAN ADEQUATELY COMPACTED
<br />AND TERMITE POISONED 501L
<br />MASONRY WALLSs
<br />CONCRETE MA60NRY UNIT 6HALL 5E HOLLOW UNIT MASONRY IN ACCORDANCE WITH ABTM C -s0
<br />AND $HALL HAVE MINIMUM F'M OF 1500 P.S.I.
<br />MORTAR 6HALL CONFORM TO ABTMC -210 AND SHALL BE EITHER TYPE M OR 6
<br />REINFORCING STEEL SHALL B£ GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE
<br />WITH AOTMA -613, LAP SPLICES WHERE REQUIRED 614ALL BE A MINIMUM OF 25" FOR 4 5 REBAR
<br />30" FOR 06 DEBAR AND 35" FOR h REBAR.
<br />GROUT FOR .114E POURED CELLO AND LINTEL$ SHALL HAVE A MAXIMUM COUR6E AGGREGATE OIZE
<br />OF 3/8" PLACED AT 8 TO II INCH SLUMP AND HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF
<br />2000 P.S.I. ( WHEN TESTED PER AOTM C -1019 )
<br />PROVIDE CLEAN OUT OPENINGS (12 $Q. IN. ) IN CELLS CONTAINING SPLICED REINFORCEMENT. WHEN
<br />THE GROUT POUR EXCEEDS 3 FEET IN HEIGHT
<br />SOIL TEF?MITEE TREATMENT:
<br />TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDE6, INCLUDING PESTICIDES
<br />APPLIED TO SOIL, OR WOOD, BATING SYSTEMS, OR OTHER APPROVED PROTECTION LABELED FOR
<br />USE AS PREVENTATIVE TREATMENT TO NEW CONSTRUCTION.
<br />A CERTIFICATE OF COMPLIANCE" 6HALL 5E 16$UEO TO THE BUILDING DEPARTMENT BY A LICENSED
<br />PEST CONTROL COMPANY BEFORE A " CERTIFICATE OF OCCUPANCY WILL BE ISSUED. THE CERTIFICATE
<br />SHALL STATE. (PER F50)
<br />THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF &U5TERRANEAN
<br />TERMITES. THE TREATMENT 18 INACCORDANCE WITH THE RULES AND LAW$ OF THE FLORIDA DEPARTMENT
<br />OF AGRICULTURE AND CONSUMERS SERVICE$
<br />INITIAL $OIL P016ONING TREATMENT SHALL 5E DONE AFTER ALL EXCAVATION
<br />BACKFILLING 4 COMPACTION ARE COMPLETE ( PER FBC)
<br />ANY $OIL DISTURBED AFTER THE INITIAL TREATMENT SHALL 15E RE- TREATED
<br />INCLUDING ANY BOX OR FORMED AREAS (PER FBC)
<br />BOXED AREA IN THE CONCRETE SLAB FOR INSTALLATION OF TRAPS $HALL BE MADE
<br />WITH PERMANENT METAL OR PLASTIC FORMS. PERMANENT FORMS MUST BE OF AN
<br />ADEQUATE SIZE 4 DEPTH TO ELIMINATE ANY 016TUR13ANCE OF THE SOIL AFTER THE
<br />INITIAL TREATMENT ( PER FEC)
<br />A MINIMUM 6 MILL VAPOR BARRIER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL
<br />DILUTION IF RAINFALL OCCURS BEFORE VAPOR BARRIER PLACEMENT, RE TREATMENT SMALL
<br />BE REQUIRED (PER FBC)
<br />ANY CONCRETE OVERPOUR , MORTAR OR STUCCO MATERIALS ALONG THE FOUNDATION
<br />PERIMETER MUST BE REMOVED PRIOR TO EXTERICR 60k TREATMENT, ( PER F5C)
<br />EXTERIOR 601L TREATMENT MUST 5E APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE
<br />WITHIN 12" OF THE STRUCTURE SIDE WALL$ (PER FBC)
<br />AN EXTERIOR VERTICAL CHEMICAL BARRIER SHALL BE "TALLED AFTER CONSTRUCTION 19
<br />COMPLETE ( INCLUDING LANDSCAPING AND IRRIGATION) ANY 601L DISTURBED AFTER THE
<br />VERTICAL BARRIER 18 APPLIED, SHALL 5E RETREATED PER FBC)
<br />CONDENSATE AND ROOF DOWN SPOUTS 018CHARGE AT LEAST 12" AWAY FROM THE BUILDING
<br />SIDE WALL$ (PER F5C)
<br />REINFORCING STEEL SHALL 5E GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE
<br />WITH ABTM A -615. LAP SPLICES, WHERE REQUIRED OHALL BE A MINIMUM OF 25" FOR
<br />0 5 REBAR , 30" FOR 0 6 REBAR 4 35" FOR h REBAR
<br />PLANS ARE ENGINEERED FOR A MAXIMUM OTEMWALL HEIs444 OF 4 COURSES ( AFTER
<br />FINAL 61TE GRADING) THE CONTRACTOR OR BUILDING OWNEIR $HALL DETERMINE THE
<br />EXACT STEMWALL HEIGHT BA6E UPON SITE CONDITIONS PRIOR TO POURING THE FOUNDATION
<br />AND CONTACT ENGINEER WHEN MORE THAN 4 COURSE ARE REQUIRED
<br />A FOUNDATION SURVEY 614ALL 5E PERFORMED AND A COPY OF THE SURVEY 6HALL 5E ON SITE
<br />FOR THE BUILDING INSPECTORS USE, OR ALL PROPERTY MARKERS SHALL 5E EXPOSED AND A
<br />STRING STRECTED FROM MARKER TO MARKER TO VERIFY REQUIRED SET BACKS
<br />THESE DRAWINGS ARE THE PROPERTY OF RYMAN CONSTRUCTION OF FLORIDA,
<br />INC. AND ANY USE OF SUCH DRAWINGS WITHOUT WRITTEN PERMISSION FROM
<br />RYMAN CONSTRUCTION OF FLORIDA, INC. IS PROHIBITED.
<br />15'a"
<br />2X4 0 2 PINE SCAB AT EACH OF TRUSS
<br />FROM TOP CORD TO BOTTOM CORD
<br />AND NAIL WITH M141MUM (4) 160 NAIL
<br />TO EACH TRUSS i'EMBER
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<br />EX18ITNG
<br />CAR WASH BA
<br />LINTEI
<br />•----- - - - - -- EXISTING ----
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<br />FOUNDATION FLAN 1/4 = I 0
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<br />I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED
<br />O
<br />DESIGN& AND FOUND IT TO of iN COMPLIANCR WITH CHAPTER
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<br />I6, SECTION !609 OF THE FLCRIDA BUILAING CCOE FOR 120 MPH
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<br />(3 6ECOND GUST) WI , ID ZONE - 100 MPH FASTE&i 6PEED AND THE
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<br />ENTIRE 2001 FLORIDA BUILDING CODE AND ALL 2009 &UPPLEMENTS
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<br />T.L, HAN60N P.E. LICEN6E NO, 386 54
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<br />P.O. BOX 1 -1 28, DADE CITY, FL 33
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