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130'4'
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<br />7 PARALLEL TO UJALL) 14'4' 14'-b- PARALLEL TO WALL)4),,'
<br />65'4' b5'-4'
<br />1370 - ST. CROIX 1530 - SIESTA KEY 1529 ST. JOHN 1531 -MARTINIQUE 1531 MARTINIQUE 1529 ST. JOHN 1530 - SIESTA KEY 1370 - ST. CROIX
<br />1371 -ST. CROIX 1371 - ST. CROIX
<br />S C�U T �LO �CA T �10 �NS L LTO LEFT
<br />SC KT.S.
<br />N51ON 5TRIN&
<br />PULL TO R1614T
<br />FOUNDATION PLAN
<br />SCALE 3116' V-0-
<br />SAW CUT EXPANSION JOINT. CUT TO BE
<br />MADE WITHIN 24 IllWro OF FINISHNG
<br />CCICARETE.
<br />CONCRETE SEE GENERAL NOTES AND
<br />MIX REQUIREMENTS FOR PLACEMENT.
<br />!n
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<br />Vb' IN WIDTH
<br />,r-314H IN DEPTH
<br />4
<br />7L
<br />FOOTING 4 FOWATION NOTE&
<br />CIR= NOTES AFE I TO PIASL
<br />I ARNITEMRAL 5Al%GWW OF THE LEVEL ABOVE 16
<br />SWOWN FOR REFEIRSa ONLY.
<br />2. ELEVATION AT 0-0' (ASSM)
<br />3 ALLOWABLE BEARING CAPACITY HAS BEEN AWM TO
<br />BE 201l CONTACtOR(OWNER 54AU VERIFY, 6EE
<br />MM. REW006 54ALL BE ASTM A-615 GRAM
<br />mauREnws n ADDITIONAL WiORMATION.
<br />4 MINI'M CONCII COMFI STRE10W SRAL 13E
<br />SN A41) SOILS WPORI FOR STRCARAL, FILL
<br />40.
<br />MINIMLIM 3* CUM COvS fOR ALL WM
<br />6. r1I Le ON WAX %IAU BE AT VAT 3 10'
<br />THICK 1EINFORM) WITH 6 X 6 Ill X WI,4 IN TOP Or 1 V2'
<br />Ill &A OVER 6
<br />OF %AB OR 4'FI MEN C04
<br />MIL VAPOR BARRIER ON CLEAN, WELL -COMPACTED,
<br />IERMI, TFEATEP, GRAIIIIIIA FILL (TTM ALL UNrM)
<br />1. PROVIDE A MINHIM 6-ML VAPOR 5ARRIER WITH 6'
<br />OYINA91ED *0 TAPED J%% aENEAI ALL kAB6
<br />ALL CONTROL JOINTS MUST 13E SAW CUT AS WOWN OR PER
<br />A61M STMDA406 WITHIN 24 HM AFER COCRETE
<br />PLAMW.
<br />I A FOXATICK 61IRVEY S4ALL BE PEII AND A
<br />C40PY OF THE &RAY WU BE ON THE SITE FOR THE
<br />BUILDING KVEaM LBE OR ALL PRO12EM
<br />KAMM SIALL BE EXPM A4D A STRING
<br />SWGIED FROM MAfnR TO MA14a TO VERIFY
<br />KaJIRED SETBI
<br />IV NO WOOD OR PAPER GRADE STA10 PERVED FOR
<br />&A POIR
<br />t STOW WATER RIINOFF SIALL BE DISPM OF ON-SM OR
<br />DIVERTED INTO AN APPROVED DRAINAGE STRJC7ff
<br />OR Gk4*EL (SEE 10211 ALT. al)
<br />2 THE ELEVATION OF THIE FINISW FLOOR OF M60MIAL
<br />BUILDINGS %IALL BE A MNMJM OF 4'OF CM ABOVE
<br />THE HIGHEST AWACENT GRADE (102.SJ LD.C)
<br />13. REFERENCE TIE ON FOR ADDITIONAL EARTHIM 4
<br />FaINDATION W-OftTION.
<br />14 BORACASE TREATED UMBER 16 A4 ALTEftTIVE TERIVE
<br />SOL PR9WI% 11001. P0115ONING
<br />INTEF6ECTION CMfCTION
<br />AC CONCIII PAD WALL BE 3'AW* FINLSHED
<br />GRADE
<br />WiEv FOOTING
<br />Luj
<br />MASONRY &" WALL flBLOCG
<br />BETWEEN FILLED CELIJ5 A;E NOT TO
<br />BE HUM, LKE66 NOTED ON PLAN)
<br />S VERT. IN FILL CELL
<br />CA
<br />coma JOINT
<br />1 / (2) 15 X 24' DIAGONAL BAR AT
<br />1`00111% 80f DAZ
<br />MAW
<br />60
<br />DEPTH
<br />RE114i
<br />III
<br />T-0 x 2'-0'
<br />12`
<br />(4) 45 EA WAIT
<br />x I
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<br />(b) wj tA UIAT
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<br />T-6 x V4
<br />1(5) S LONG WAY 405 V21
<br />O/C CF4%
<br />5C: 1310/1311 5T. GROIX
<br />5-- 1530 5IE5TA KEY
<br />M-- 1531 MARTINIQUE
<br />5J- 1529 5T. JOHN
<br />NOTE: SEE %NIT' DETAIL
<br />PLANS FOR 1/4' SCALE
<br />ALL DIMS,
<br />r-"-"0-L4ED CONCRETE FLOOR
<br />SAW CUT EXPANSION JOINT
<br />SCALE: N�T.S.
<br />I.4xI.4 WIRE MESill4
<br />OR FI5EfR MESH IN MIX
<br />DANSCO
<br />ENGINEERING, LLC
<br />P.O. BOX 3400
<br />Apollo Beach, Flodda 33572
<br />p. 813.645.0166
<br />f. 813.645.9698
<br />www.donscoengineering.com
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<br />TO THE BEST OF THE ENGINEER'S
<br />KNOWLEDGE AND BELIEF, THE STRUCTI
<br />JRAL
<br />PLANS AND SPECIFICATIONS COMPLY VVIII-I
<br />2007 FLORIDA RESIDENTIAL BUILDING CODE,
<br />(INCLUDING 2009 SUPPLEMENT) SECTION
<br />R301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE
<br />"C" ENCLOSED (INTERNAL PRESSURE
<br />COEFFICIENT= ±0. 18) WIND ZONE
<br />THIS R WING AND DESIGN IS VALID FOR 12 MONTHS
<br />SIGNED AND SEALED FOR THE STRUCTURAL PORTION
<br />OF THIS DRAWING ONLY.
<br />I
<br />2011 LENNAR CORP.-THIS PLAN MAY NOT BE
<br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN
<br />CONSENT FROM LENNAR CORPORATION.
<br />2011 -THESE DRAWINGS AND DESIGNS ARE THE JO T
<br />IN
<br />PROPERTY OF DANSCO ENGINEERING, LLC ANDTHE
<br />I ROJECT. ANY REPRODUCTION OR
<br />I
<br />I UNAUTHORIZED ISE IS PROHIBITED.
<br />REVISION:
<br />DATE
<br />DESCRIPTION
<br />1.00 2007 FBC UPDTATES
<br />09-29-09
<br />01-1 3-11
<br />2.06 ADDED T
<br />1529 ST. JOHN
<br />07-12-11
<br />2.01 HANGER CONN. AT I
<br />FLOOR TRUSSES
<br />VERSION NO. 2.01 07.12.11
<br />CA 25948
<br />SAMUEL A. GREENBERG,
<br />P.E. #34245
<br />THUY H HUYNH,
<br />P.E. #60'122
<br />F-i IRWIN J. BENSON,
<br />P.E. #49758
<br />.j",91NEER SEAL:
<br />lI;0,
<br />x\
<br />2
<br />OF 441 'w
<br />TITLE:
<br />A L �_-
<br />160 ATION PLAN
<br />SHEET INFORMATION:
<br />JOB NO.: 310623
<br />DATE ISSUED: 07.19.11
<br />DRAWN BY:
<br />REVIEWED BY:
<br />S100
<br />DZ/LV
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