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l'-4
<br />tt
<br />4 6LA5 NOTE;
<br />4" 3000 PSI CONCRETE SLAB OVER
<br />CLEAN, TREATED AND COMPACTED 501L.
<br />THE SOIL WILL BE COMPACTED TO A MIN,
<br />OF 2000 PSF AND BE TREATED FOR
<br />TERMITES AS PER THIS PLAN,
<br />ro" x (o" 10/10 WIRE MESH OVER &MIL.
<br />VISQUEEN VAPOR BARRIER- WILL BE
<br />INSTALLED FOR REINFORCING THE SLAB.
<br />F15EIRME&H CONCRETE CAN BE USE IN
<br />PLACE OF THE WIRE MESH,
<br />ROOF TRUS-SE-8
<br />3� PLY 22x� &OUT14ERN
<br />ti E�_L" PINE 4E DER
<br />f2) SIMPSON HETA'V(o Et EDDED
<br />T?RU55 6TRAF5 PER COLUMN
<br />FI_I�bOi-125
<br />Ul" 6OUARE COLUMN
<br />POURED SOWD WITW
<br />.3000 P51 CONCRETE
<br />AND (2) *5 RE6ARS
<br />TJFZ) TO 'rJ4E REAR
<br />PAID- TOP i,)F COLLAMIN
<br />AT ll'-4" FW8 THE STIFF
<br />4" PORC44 SLAFi
<br />------------------
<br />24"x24"x.121" 3000 P51
<br />CONCRETE f'AD WITL4
<br />#5RlE=_AR5 IN r:;,OTH
<br />r-m,REcTioNs AT &" ---
<br />TIED TO ROD S14-'Z'
<br />FRONT FORCH COLUMN
<br />DETAIL
<br />i
<br />0 THIS SYMBOL INDICATES THE APPROXIMATE
<br />1
<br />LOCATION OF THE FILLED CELLS. THE FILLED CELLS 1
<br />ARE BLOCK CELLS FILLET SOLID WITH 3000 PSI
<br />AND VERTF 05 REBAR, THE VERT REBAR ARE THEN
<br />TIED TO THE HORIZ, RQBARS IN THE FOOTER, THE
<br />MIN LAP FOR ANY REBAR WILL BE 25", THESE VERT
<br />REBAIRS EXTEND UP THROUGH THE STEMWALLS.
<br />42'-o
<br />---------------------------------
<br />--------------------
<br />---------------------
<br />----------------------------
<br />3
<br />El
<br />-------------
<br />-------------------------------------- ----------
<br />--
<br />----------------------------
<br />&OME OF THE FILLED CELLE, ONTRE SCREEN FORC14
<br />MAY BE IN THE STEMWALL AND KNEEW ALL ONLY.
<br />3L" DRAIN TO 6ELUER
<br />10'-4 8'-4
<br />'3E, ouTsImF
<br />CLEANOUT
<br />STEP DOWN 4
<br />4
<br />I
<br />2" DRAIN zo
<br />x
<br />71
<br />- --
<br />---------------
<br />--------------- --------
<br />----
<br />,
<br />'4'
<br />X
<br />-
<br />_%
<br />�mr/
<br />3, _o'
<br />1177
<br />ro'
<br />24"424"x12" 3000 P51
<br />CONCRETE PAD WITH
<br />05 REBARS IN BOTH
<br />DIRECTIONS AT ro OC
<br />TIED TO ROD CHAIRS
<br />fi
<br />12'-0
<br />FOUNDATION FLAN PLUMBING LAYOUT
<br />ALL CONCRETE USED ON THIS ,JOB WILL BE 3000 FBI,
<br />SEE PAGE 4 FOR THE EXISTING SLAB LOCATIONS.
<br />Lj-
<br />a x 16,"CONT. 3000 PSI CONCRETE FOOTER WITH (2) 05 REBAR5
<br />01,1 P-00 (--,HAIRS SPACED NO MORE THAN 45" OC.
<br />FILLED CELLS WIL-L. BE VERT, #5 RODS IN ALL CORNERS,
<br />AND BESIDE EACH OPENING. THE T-41AX. SPACING
<br />FOR ANY FILLED CELL WILL BE 8'-O"OC, ALL RODS MUST
<br />BE BENT AND TIED TOGETHER WITH A MIN LAP OF 25
<br />41' SLAB
<br />Xro 10/10 WIRE MESH
<br />(1) 05 REBAR
<br />FINISHED GRADE
<br />I L'a
<br />14'! 33
<br />12"
<br />THICKENED EDGE
<br />MASONRY WALLS
<br />#1 CONRETE MASONARY UNIT SHALL BE HOLLOW UNIT
<br />MASONARYIN ACCORDANCE WITH ASTM C-SO AND SHALL
<br />HAVE MINIMUM F'M OF 1500 P,5,1,
<br />02 MORTAR. SHALL CONFORM TO A-eITMC- -210 AND SHALL BE
<br />EITHER TlYPE'M OR S.
<br />REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND
<br />IDENTIFIED IN ACC ORANCE WITH ASTMA-615.LAP 5PLICF-5
<br />WHERE f:REauiREr_> SHALL BE A MINIMUM OF 25" FOR #5 REBAR
<br />30" FOR *6 REBAR AND 36" FOR #-I REBAR.
<br />*4 GROUT FOR POURED CELLS AND LINTELS SHALL HAVE A
<br />MAXIMUM COURSE AGGREGATE SIZE OF 3/8" PLACED AT 8 TO
<br />fl INCH SLUMP AND HAVE A MINIMUM- 28 D4Y- COMPRESSIVE
<br />► STRENGTH OF 3000 ( WHEN TESTED PER ASTM C-101'3)
<br />05 PROVIDE CLEAN OUT OPENINGS (12 SO IN,) IN CELLS
<br />CONTAINING SPLICED REINFORCEMENT, WHEN THE GROUT
<br />FOUR EXCEEDS 5 FEET IN WEtrS"T_
<br />IN I
<br />*I THE BUILDING SITE SHALL BE SCRAPE]--> TO REMOVE
<br />ALL ORGANIC MATERIALS, ANY ADDITIONAL FILL PLACED ON THE
<br />BUILDING PAD AREA SHALL BE COMPACTED SUCH THAT IT CAN
<br />ADEQUATELY SUPPORT A 2000 P,S-F. FOUNDATION LOADING -
<br />THE SLAB SHALL BE PLACED OVER A 6MIL VAPOR BARRIER ON
<br />CLEAN ADEQUATELY COMPACTED AND TERMITE POISONED SOIL,
<br />THE CONCRETE UTILIZED IN THE FOUNDATION AND SLABS SHALL
<br />HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 P,5,1,
<br />EXISTING WALL
<br />TOP COURSE LINTEL
<br />NELU WALL
<br />EXISTING SLAB
<br />NEW SLAB
<br />ATTACH THE NEW SLAB TO THE EXISTING 51-AIB WITH 05 REBAR
<br />$ENDS EPDXIED INTO THE EXISTING SLAB AT -40" O-C, TIE THE
<br />RODS TO THE NEW THICKENED EDGE. ALSO EFOX'T THE FOOTEIR REBAR TO THE EXISTING SLA,12,, ATTACH THE NEW MASONRY
<br />WITH &" #5 REaARS 3z" C. USE
<br />WALLS TO THE EXISTING WALLS
<br />THE SIMPSON AT HIGH STRENGTH ADHESIVE TO EPDXY THERODS
<br />INTO THE EXISTING- HOUSE. r-L
<br />WALL AND 5LAB ATTACHMENT DETAIL)
<br />SCALE:
<br />I
<br />" I PAGE 5
<br />1/4" z V-0
<br />DESIGN SERVICES INC,
<br />MOBILE/ OFF -ICE 31522-2706-5all
<br />OFFICE FAX 352-585-2342
<br />6, HANLEY PO BOX 1325 SAN ANTONIO
<br />FLA. 3351ro
<br />THE CLIENT UNDERSTANDS THE THE DESIGNER CARRIES
<br />NO LIABILITY INSURANCE AND THEREFOR AGREES TO
<br />HOL I-> HARMLESS, I[;>EMNIFY, AND DEFEND THE DESIGNER
<br />FROM ALL. CLAIMS, LOSSES AND EXPENSES( INCLUDING
<br />ATTORNEYS FEES) ARISING OUT OF OR RESULTING FROM
<br />THE PROJECT. THE DESIGNER IN GOOD FAITH ATTEMPT TO
<br />PROVIDE ERROR FPF-F- CONSTRUCTION DRAWINGS,
<br />IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT
<br />5E HELD LIABLE FOR THE COST Or THE REPAIRS OR
<br />DELAY TO THE JOB. THE CONTRACTOR NEEDS TO VERIFY
<br />AND UNDERSTAND ALL INFORMATION BEFORE IB]r-)]-
<br />DING
<br />OR STARTING ANY WORK ON THE JOB,
<br />THE PLUMBING ELECTRICAL AND MECHANICAL
<br />PARTS OF THE PLAN ARE NON-STRUCTURAL AND
<br />MAY BE ADJUSTED BY THE SUB -CONTRACTORS
<br />PERMITTED TO DO THE JOB. BUT THE CHANGES
<br />MUST MEET THE MINIMUM STANDARDS OF THE
<br />CURRENT FLORIDA BUILDING CODE. THESE CHANGES
<br />ARE NOT REQUIRED TO BE VERIFIED 15Y THE ENGINEER
<br />OF RECORD FOR THIS PLAN.
<br />BECAUSE THIS IS AN ADDITION IT WILL F_ THE
<br />RESPONSIBILITY OF ALL 5UE35 AND SUPPLIERS
<br />TO VERIFY ALL [NFORMATION, IN THE FIELD
<br />BEFORE ORDERING ANY MATERIAL OR STARTING
<br />ANY WORK. THE HOMEOWNER REaUIRES THAT
<br />THIS NEW ADDITION MATCHES] THE EX[STNG HOUSE.
<br />IF ANY INFORMATION 15 NOT ON THIS PLAN THE
<br />CONTRACTOR WILL NEED TO VERIFY THAT TH-E.NEW
<br />WORK 15 MATCHING THE EXISTING,
<br />THE CONTRACTOR DILL BE RESIPON611SLE TO VFRIRY T64F_ 6F_
<br />D,4Y117 W. Sl'�IITl-1,fi'iS, FE.
<br />FLORIDA 16-IC,* 53600
<br />352-521-0a&5 OFFICE 352-521-006"! FAX,
<br />9909 WALLASTON DRIVE DADE CITY ,FLA. 33525
<br />I HEREBY SERTIFY THAT I HAVE REVIEWED T4418
<br />PLAN AND FOUND IT To BE IN COMPLIANCE Wt.
<br />ASCE-1, THE FLORIDA eULDING CODE 2001 EDITION
<br />AND THE 20013 SUPPLEMENTS WfTW ALL fREv'ISIONS
<br />AND UPDATES TO FIT-01,
<br />DAVID W. SMITH MS. PE, 53608
<br />
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